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Home My WebLink About20070228 Ver 8_20190823 MCC Contract-1_95%_20190830VICINITY MAP NOT TO SCALE NOT TO SCALE PROJECT AREA MAP NORTH CAROLINA COUNTY OF NASH MIDDLESEX CORPORATE CENTRE REVISIONS C-0.01 / SHEET 1 OF 47 BOARD OF COMMISSIONERS INFRASTRUCTURE IMPROVEMENTS - PHASE A / CONTRACT-1 T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_00.dgn0.0833 ' / in.pdf2016v2.pltcfg9:27:13 AMT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_00.dgn8/23/2019jharrisC-0.01FINAL DRAWING FOR CONSTRUCTION NOT RELEASED DIRECTOR OF UTILITIES & FACILITIES: JONATHAN BOONE COUNTY MANAGER: ZEE B. LAMB MARY P. WELLSSUE LEGGETT DAN CONE FRED BELFIELD, JR.LOU M. RICHARDSON VICE CHAIRMAN: J. WAYNE OUTLAW CHAIRMAN: ROBBIE B. DAVIS AUGUST 2019 PROJECT AREA N. Nash St.U.S. 264U .S. 264 N. Elm St.R ai l road R /W Morris St.Baines Ln.Middlesex Corporate Park way U.S. 264 Alt R ai l road R /W Planer Mill Rd.CURB & GUTTER ROADWAY w/ 8" WATER LINE 12" WATER LINE 6" WATER LINE SEWER 8" SANITARY (SEE CONTRACT 2) ELEVATED TANK GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. C-0.02 17. 18.ABBREVIATIONS / GENERAL NOTES / LEGENDABBREVIATIONS: BARB WIRE BOTTOM BLOW-OFF ASSEMBLY BENCHMARK BUILDING BACK OF CURB TO BACK OF CURB BW BOT BOA BM BLDG B-B AMERICAN WATER WORKS ASSOCIATION AZIMUTH AIR RELEASE VALVE AVERAGE ASSEMBLY ASPHALT APPROXIMATE ALUMINUM ABOVE FINISHED FLOOR ACRES AGGREGATE BASE COURSE ABANDONED AREA GYP GV GR GPM GM GALV GA G GYPSUM GATE VALVE GRADE GALLONS PER MINUTE GAS METER GALVANIZED GAGE GAS ISL IPS INV INT INF IN/HR IN ID ISLAND IRON PIPE SET INVERT INTERSECT INFLUENT INCHES PER HOUR INCH INSIDE DIAMETER ORIG O/H OD OC ORIGINAL OVERHEAD OUTSIDE DIAMETER ON CENTER VPT VPI VPC VOL VERT VCP VC VERTICAL POINT OF TANGENCY VERTICAL POINT OF INTERSECTION VERTICAL POINT OF CURVATURE VOLUME VERTICAL VITRIFIED CLAY PIPE VERTICAL CURVE WWTP WWF WTP WV WT WM WL W/ WASTE WATER TREATMENT PLANT WELDED WIRE FABRIC WATER TREATMENT PLANT WATER VALVE WEIGHT WATER METER WATER LINE WITH JB JUNCTION BOX KWY KEYWAY LOW WATER LEVEL LEFT LIGHT POLE LENGTH LINEAR FEET LWL LT LP L LF YI YARD INLET PVMT PUE PT PVC PSI PRV PP P PIV PI PE PED PC PAVEMENT PERMANENT UTILITY EASEMENT POINT OR POINT OF TANGENCY POLYVINYL CHLORIDE POUNDS PER SQUARE INCH PRESSURE REDUCING VALVE POWER POLE PROPERTY LINE POST INDICATOR VALVE POINT OF INTERSECTION PLAIN END PEDESTAL POINT OF CURVATURE HYD HWL HWA HP HOR HT HH HCP UP U/G UMKR UTILITY POLE UNDERGROUND UTILITY MARKER TYP TCE TRFCPL TRFCBOX TRANS TP TOW TOP TOC THK TEMP TPED TPHN THH TDD TCP TBM T AWWA AZ ARV AVG ASSY ASPH APPROX AL AFF AC ABC ABAND A SYM STD STA. ST SSTL SSMH SQ SPECS S SGNL SHT SF SDMH SCH SAN S/W SYMBOL STANDARD STATION STREET STAINLESS STEEL SANITARY SEWER MANHOLE SQUARE SPECIFICATIONS SOUTH SIGNAL POLE SHEET SILT FENCE STORM DRAINAGE MANHOLE SCHEDULE SANITARY SIDEWALK NORMAL WATER LEVEL NOMINAL NOT TO SCALE NOT REQUIRED NUMBER NORTH CAROLINA GEODETIC SURVEY NORTH CAROLINA GRID NORMAL CROWN NORTH AMERICAN DATUM 1983 NORTH NOT AVAILABLE NWL NOM NTS N/R No. NCGS NC GRID NCWN NAD 83 N N/A DW DOT DNF DIST DISCH DIM DIP DIA DI D DELTA DOMESTIC WATER DEPARTMENT OF TRANSPORTATION DID NOT FIND DISTANCE DISCHARGE DIMENSION DUCTILE IRON PIPE DIAMETER DROP INLET DEPTH TYPICAL TEMPORARY CONSTRUCTION EASEMENT TRAFFIC SIGNAL POLE TRAFFIC SIGNAL CONTROL BOX TRANSFORMER TELEPHONE POLE TOP OF WALL TOP OF SLOPE TOP OF CURB THICK TEMPORARY TELEPHONE PEDESTAL TELEPHONE TELPHONE HAND HOLE TEMPORARY DIVERSION DITCH TERRA COTTA PIPE TEMPORARY BENCH MARK TANGENT EXPANSION JOINT EXISTING EACH WAY EDGE OF PAVEMENT ELECTRIC PEDESTAL ELECTRIC ELEVATION EXISTING IRON PIPE EFFLUENT EACH EDGE OF PAVEMENT TO EDGE OF PAVEMENT EAST EXPJT Ex EW EP EPED ELEC EL EIP EFF EA E-E E HYDRANT HIGH WATER LEVEL HIGH WATER ALARM HORSE POWER HORIZONTAL HEIGHT HAND HOLE HANDICAPPED REVISIONSAS NOTED SCALE: DATE: PROJECT NO.: CHECKED BY: DRAWN BY: DESIGNED BY:NORTH CAROLINA2511-DLNASH COUNTYCOUNTY OF NASHIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURE8/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_00.dgn9:27:24 AMpdf2016v2.pltcfg0.0833 ' / in.jharrisC-0.02FINAL DRAWINGFOR CONSTRUCTIONNOT RELEASEDLVL/DGM LVL/DGM EBM ON CASE-BY-CASE BASIS. BEFORE INSTALLING CONSTRUCTION ENTRANCE NEAR NCDOT ROAD, CONTRACTOR SHALL CONTACT NCDOT FIELD STAFF TO REVIEW AND APPROVE PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS OF WAY." WHEN ON NCDOT ROADS, THE CONTRACTOR SHALL FOLLOW "OPEN CUTTING ON PAVED ROADS" FROM PG. 13 OF THE "POLICIES AND THE CORRIDOR. WATER LINE AT THE CONTRACTOR'S EXPENSE SHOULD THE REVISED ALIGNMENT CONFLICT WITH FUTURE UTILITY OF NCDOT PLANNING FOR RECEIVE PERMISSION FOR REVISIONS IN THE WATER LINE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE REVISED OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT, THE CONTRACTOR SHALL PROVIDE NOTICE EXACT LOCATIONS OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER ON THE SITE PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE COUNTY UTILITY DEPARTMENT FOR THE PROVISION OF FUTURE WATER SERVICE LOCATIONS. DRAWINGS. THE LIMITS OF DISTURBANCE SHALL BE THE RIGHT-OF-WAY, PERMANENT EASEMENT OR TEMPORARY EASEMENT AND AS INDICATED ON THE EXCAVATED MATERIAL SHALL NOT BE PLACED ON THE ROADWAYS AT ANY TIME, UNLESS APPROVED BY THE NCDOT DISTRICT ENGINEER. SHALL BE AS DESCRIBED IN THE BASIS OF PAYMENT. BE RETURNED TO THEIR ORIGINAL CONDITION WITH LIKE MATERIAL (I.E. CONCRETE FOR CONCRETE, ASPHALT FOR ASPHALT, ETC.). PAYMENT MAXIMUM WIDTH FOR PAYMENT ALLOWED UNDER THE BASIS OF PAYMENT. ALL PAVED DRIVES DAMAGED OR CUT BY CONSTRUCTION ARE TO PAVED DRIVEWAY REPAIR FOR A QUANTITY EQUAL TO ACTUAL LENGTH OF PAVEMENT ALONG THE AXIS OF THE WATER LINE BORE TIMES THE DRIVES IN LIEU OF CUTTING AND PATCHING. IF THE CONTRACTOR ELECTS TO BORE, PAYMENT SHALL BE MADE AT THE UNIT BID PRICE FOR WHERE WATER LINE CONSTRUCTION IS INDICATED TO BE THROUGH EXISTING PAVED DRIVES, THE CONTRACTOR MAY ELECT TO BORE THE SUCH WORK SHALL BE INCLUDED IN THE UNIT BID PRICE OF THE APPLICABLE BID ITEMS. CONDITIONS. THIS MAY INCLUDE THE USE OF STONE OR GRAVEL WHERE NONE PREVIOUSLY EXISTED IF CONDITION ARE WET AND UNSTABLE. WHERE WATER LINE CROSSINGS OF GRAVEL OR SOIL DRIVES ARE REQUIRED, THESE SURFACES SHALL BE RESTORED TO THEIR ORIGINAL INCLUDED IN THE UNIT BID PRICE OF PIPE. OFF SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS, ORDINANCES AND CODES. THE COST OF SUCH DISPOSAL SHALL BE ON SITE BURIAL OF ROCKS, STUMPS OR ROOTS WILL NOT BE PERMITTED. THE CONTRACTOR SHALL DISPOSE OF SUCH CONSTRUCTION DEBRIS DURING CONSTRUCTION. ROAD SHOULDER TO 10 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH AND OTHER AREAS OF EXISTING DRIVEWAYS AND DISTURBED 6 INCHES OF NCDOT ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE OF THE BE INCLUDED IN THE UNIT BID PRICE OF THE APPLICABLE BID ITEMS. SLOPES AND EVERY 200 FEET FOR STEEPER GRADES UNLESS OTHERWISE SPECIFIED. THE COST OF COMPLIANCE WITH THESE REQUIREMENTS SHALL ROCK CHECK DAMS OR WATTLES SHALL BE INSTALLED PER ENGINEER'S INSTRUCTION AND GENERALLY REQUIRED EVERY 500 FEET ALONG GENTLE WATER VALVES, HYDRANTS OR USE OF ANY MUNICIPAL WATER. (THE TOWN OF MIDDLESEX) THE CONTRACTOR SHALL OBTAIN THE EXPLICIT PERMISSION OF THE WATER UTILITY OWNER PRIOR TO THE OPERATION OF ANY EXISTING THESE UTILITY, CULVERT AND STRUCTURE CROSSINGS. CULVERT CROSSINGS, UTILITIES AND OTHER STRUCTURES. REFER TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS OF NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3'-0". GREATER DEPTHS MAY BE REQUIRED TO AVOID CONFLICTS WITH REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST. SUPPORT EXISTING UTILITY POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUCTURES DURING CONSTRUCTION. COST OF THE UTILITY BEING INSTALLED. THE RIGHT-OF-WAY LINE AND FENCES WITHIN EASEMENTS SHALL BE REMOVED UNLESS OTHERWISE NOTED. INCLUDE COST IN THE PER FOOT LIMITED TO, EXISTING SIGNS, MAIL BOXES, FENCES, AND STORM SEWER PIPES. FENCES WITHIN RIGHTS-OF-WAY SHALL BE RELOCATED TO TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT A REGISTERED LAND SURVEYOR. LINES, AND EASEMENTS SHALL BE CLEARLY MARKED FOR CONSTRUCTION LIMITS. ALL DISTURBED PROPERTY CORNERS SHALL BE REPLACED BY THE CONTRACTOR SHALL TAKE PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNER MARKERS. PROPERTY CORNERS, RIGHTS-OF-WAY REPAIR THESE FACILITIES IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PRIOR TO COMMENCING WORK. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO CONFIRM THE LOCATIONS OF ALL EXISTING TELEPHONE, ELECTRICAL AND TV CABLES, GAS LINES AND OTHER UTILITIES AT LEAST 48 HOURS EXISTING UTILITIES ARE LOCATED APPROXIMATELY ON THE DRAWINGS. CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES TO INSTALLATION OF INFRASTRUCTURE. IMPROVEMENTS; HOWEVER, THE CONTRACTOR SHALL TAKE ALL PRECAUTION AND VERIFY THE NCDOT RIGHT-OF-WAY WIDTHS PRIOR TO AS MAINTAINED IS GENERALLY A 80' RIGHT-OF-WAY EASEMENT FOR MIDDLESEX CORPORATE PARKWAY WATER LINE AND ROADWAY THE CONTRACTOR SHALL NOTIFY NCDOT AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK WITHIN NCDOT RIGHTS-OF-WAY. R/W SHOWN MON MIN MJ MH MFR MECH MATL MAX MONUMENT MINIMUM MECHANICAL JOINT MANHOLE MANUFACTURER MECHANICAL MATERIAL MAXIMUM CULV CPP CPED CP COR CONTR CONSTR CONT CONC CO CMU CMP CM CLR CI CIP C CB C&G CULVERT CORRIGATED PLASTIC PIPE CABLE TV PEDESTAL CONTROL POINT CORNER CONTRACTOR CONSTRUCTION CONTINUOUS CONCRETE CLEAN OUT CONCRETE MASONARY UNIT CORRUGATED METAL PIPE CONCRETE MONUMENT CLEARANCE CURB INLET CAST IRON PIPE CENTERLINE CATCH BASIN CURB AND GUTTER RT REINF RPM RPZ RJ REV RET REQ'D REF RCP R/W R RIGHT REINFORCED REVOLUTIONS PER MINUTE REDUCED PRESSURE ZONE RESTRAINED JOINT REVISED RETAINING REQUIRED REFERENCE REINFORCED CONCRETE PIPE RIGHT OF WAY RADIUS AUGUST 2019 FTG FT FPS FP FOPED FOM FOHH FM FLNG FLG FIN FHL FHA FH FG FFE FOOTING FEET FEET PER SECOND FIRE PROTECTION FIBER OPTIC PEDESTAL FIBER OPTIC MARKER FIBER OPTIC HAND HOLE FORCE MAIN FLANGE FLAG FINISH FIRE HYDRANT LEG FIRE HYDRANT ASSEMBLY FIRE HYDRANT FINISHED GRADE FINISHED FLOOR ELEVATION G E T FOC SS W FM DECIDUOUS TREE CONIFEROUS TREE GEOTECHNICAL BORE SHRUB PK NAIL CONCRETE MONUMENT BENCHMARK TEMPORARY BENCHMARK IRON PIPE NAIL & CAP NAIL HUB & TACK WATER METER BLOW OFF WATER LINE PLUG WATER VALVE FIRE HYDRANT AIR RELEASE REDUCER/INCREASER ELECTRIC PEDESTAL POWER POLE LIGHT POLE GAS LINE GUY WIRE CABLE TV PEDESTAL TELEPHONE PEDESTAL FLARED END SECTION MANHOLE CATCH BASIN DROP INLET SEWER LINE MANHOLE CLEAN OUT EXISTING NEW EXISTING NEW EXISTING NEW NEW NEWEXISTING EXISTING EXISTING NEW STORM DRAINAGE SEWER WATERSURVEY UTILITIES LEGEND EROSION CONTROL FONT STYLES Existing Features PROPOSED FEATURES LP Guy CPed EPed SSCO SSMH WV (DNF) WV FH WM (DNF) WM BM TBM CM TREELINE / WOODSLINE LANDSCAPING REMOVED TREE TO BE (DID NOT FIND) WATER VALVE (DID NOT FIND) WATER METER FORCE MAIN SEWER TELEPHONE CABLE FIBER OPTIC CABLE DI FES SDMH SHB CTV U/G ELECTRIC CABLE PP/UP TPed Trans FOHH CABLE TV CABLE FIBER OPTIC HAND HOLDFOC ET T E C THH TELEPHONE HAND HOLDTHH D EHH EHH ELECTRICAL HAND HOLD ELECTRICAL TRANSFORMER S MM N MILE MARKER YARD HYDRANT AIR RELEASE MANHOLE W EXISTING UTILITY EASEMENT RIGHT-OF-WAY PROPERTY LINE TCE INLET PROTECTION DITCH/SWALE STONE CHECK DAM SILT FENCE OUTLET LIMITS OF DISTURBANCE LOD SILT FENCE PUE CONSTRUCTION EASEMENT NEW TEMPORARY EASEMENT NEW PUBLIC UTILITY WATTLE WETLAND FLAG FINAL DRAWINGC-0.038/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_00.dgn9:27:32 AMpdf2016v2.pltcfg400.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTEDFOR CONSTRUCTIONNOT RELEASEDAUGUST 2019 C-0.03INDEX OF DRAWINGSLOCATION MAP / SHEET KEYN. Nash St.Middlesex Corporate Park way US 264 AltBaines Ln.Morris St.Planer Mill Rd.R ai l road R /W R ai l road R /WUS 264US 264 C-1.01 C-1.02 C-1.03 C-1.04 C-1.05 C-1.06INDEX OF DRAWINGS INDEX OF DRAWINGS / SHEET KEYC-0.03 ABBREVIATIONS / GENERAL NOTES / LEGENDC-0.02 COVERSHEETC-0.01 C-2.01C-2.02C-2.030 LOCATION MAP 4000'2000'4000' SCALE: 1" = 4000'C-1.07STA. 38+50 to 41+78.578" SANITARY SEWERCROSS COUNTRYC-2.03 STA. 24+50 to 38+508" SANITARY SEWERUS HWY 264 ALT / CROSS COUNTRYC-2.02 STA. 10+00 to 24+508" SANITARY SEWERUS HWY 264 ALTC-2.01 STA. 51+00 to 52+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.16 STA. 48+50 to 50+50CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.15 STA. 46+50 to 48+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.14 STA. 44+50 to 46+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.13 STA. 42+50 to 44+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.12 STA. 40+50 to 42+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.11 STA. 38+00 to 40+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.10 STA. 36+00 to 37+50CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.09 STA. 33+50 to 35+50CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.08 STA. 31+00 to 33+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.07 STA. 28+50 to 30+50CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.06 STA. 26+50 to 28+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.05 STA. 24+50 to 26+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.04 STA. 22+50 to 24+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.03 STA. 20+00 to 22+00CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.02 STA. 18+00 to 19+50CROSS SECTIONSMIDDLESEX CORPORATE PARKWAYC-4.01 STA. 0+00 to 0+21 +/-6" WATER LINEUS HWY 264 ALT STA. 100+00 to 111+12 +/-12" WATER LINEUS HWY 264 ALT MIDDLESEX CORPORATE PARKWAY /C-1.07 STA. 80+00 to 93+00 (EQUALITY 100+00)12" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.06 STA. 66+00 to 80+0012" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.05 STA. 52+00 to 66+0012" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.04 STA. 38+00 to 52+00ROADWAY, 8" / 12" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.03A STA. 38+00 to 52+00ROADWAY, 8" / 12" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.03 STA. 24+00 to 38+00ROADWAY, 8" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.02 STA. 10+00 to 24+00ROADWAY, 8" WATER LINEMIDDLESEX CORPORATE PARKWAYC-1.01 Building Shell Pediatics at Middlesex UNC Internal Medicine & 8" Water Line 8" SANITARY SEWER (CONTRACT II) ELEVATED TANK SITE 12" WATER LINE 6" WATER LINE Wetwell Pump Station / 6" Water Line 6" Water Line 8" WATER LINE STA. EROSION CONTROLCULVERT CROSSING C-3.07 STA. 38+50 to 41+78.57 (SEWER)EROSION CONTROLCROSS COUNTRYC-3.06 STA. 10+00 to 38+50 (SEWER)EROSION CONTROLUS HWY 264 ALT / CROSS COUNTRY STA. 100+111+12EROSION CONTROLUS HWY 264 ALT MIDDLESEX CORPORATE PARKWAY /C-3.05 STA. 66+00 to 90+00 (EQUALITY 100+00)EROSION CONTROLMIDDLESEX CORPORATE PARKWAYC-3.04 STA. 38+00 to 66+00EROSION CONTROLMIDDLESEX CORPORATE PARKWAYC-3.03 STA. 10+00 to 38+00EROSION CONTROLMIDDLESEX CORPORATE PARKWAYC-3.02 EROSION CONTROL NOTESC-3.01 STORMWATER DETAILSC-5.06 ROADWAY DETAILSC-5.05 EROSION CONTROLC-5.04 EROSION CONTROLC-5.03 UTILITY DETAILSC-5.02 UTILITY DETAILSC-5.01 MIDDLESEX CORPORATE PARKWAY PAVEMENT MARKING & SIGNAGE PLAN (ALTERNATE BID)C-6.04 MIDDLESEX CORPORATE PARKWAY PAVEMENT MARKING & SIGNAGE PLAN (ALTERNATE BID)C-6.03 MIDDLESEX CORPORATE PARKWAY PAVEMENT MARKING & SIGNAGE PLAN (BASE BID)C-6.02 MIDDLESEX CORPORATE PARKWAY PAVEMENT MARKING & SIGNAGE PLAN (BASE BID)C-6.01 F F F F F F F F F F F F F F C F F F F F F F F F HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:36 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.01LVL/DGM LVL/DGM AUGUST 2019FES24"FES 24" N N 02EXEX10+00 11+00 12+00 13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 0.93 %0.62 % 0.62 %1.53 % K = 140 K = 97 VPI STA. 20+25.00VPI STA. 23+50.00VPI ELEV. = 213.50VPI ELEV. = 215.50VPC ELEV. = 214.80VPC ELEV. = 214.42VPT ELEV. = 215.04VPT STA. 21+00.00VPC STA. 22+00.00VPC STA. 19+50.00L = 150.00' L = 300.00'TOP = 215.13TOP = 213.05INV. IN (24") = 209.12SD-02 CB INV. IN (15") = 209.87SD-01 CB INV. IN (24") = 208.62SD-01 CB INV. OUT (24") = 208.52SD-02 CB INV. OUT (24") = 209.02STA. 22+99.95 (L)SD-01 CBSTA. 22+99+97 (R)SD-02 CB102 LF 15" RCP @ 0.43%NAD 8 3 ( 2 0 1 1 ) 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 180 8" CABC 2:1 MAX COMPACTED SUBGRADE 18'18' 3.5" ACSC I-19.0B NOTE: 2.5" ACSC S-9.5B 1' 1:12:1 MAX (CUT) (FILL)2:1 M A X(FILL) (CUT) 3:1 MIN.3:1 M I N.3:1 MIN. 3:1 MIN.GRADE POINT 2:1 MAX LC RD. 8'/4'*8'/4'* 30" STD C&G (TYP.) APPLY TACK COAT BETWEEN LIFTS AND ON VERTICAL FACE OF CURB AT EOP. VARIES VARIES TIE TO EX. TIE TO EX.TIE TO EX. TIE TO EX. NOT TO SCALE ALT. BID: STA. 48+06 to 51+56 BASE BID: STA. 18+06 to 48+06 Radius = 950.00' Tangent = 106.04' Length = 211.21' Degree = 6° 01' 52.08" Δ = 12° 44' 18.88" (LT) E = 2,239,543.16' N = 745,606.21' P.I. Sta. 17+06.74 * FROM STA. 32+75 to 37+00 SHOULDER IS 4' WIDEPC STA. 21+56.05PT STA. 18+11.91PC STA. 11+47.86 Book 37, Page 366 Conservation Easement MIN. 24" SEPARATION24" RCP @ 8" W/L (INV: 208.24)(VERT.) 8"-22.5° BEND STA. 22+37 +/- (VERT.) 8"-22.5° BEND STA. 22+50 +/- (VERT.) 8"-22.5° BEND STA. 22+84 +/- (VERT.) 8"-22.5° BEND STA. 22+96 +/-SEE SHEET C-1.02MATCH LINE STA. 24+00(Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 273400953961 Nash Hospitals Inc. Property of (N. Nash St.) DB: 1601 PG: 81 PIN: 273400841474U Bissette, Bobby R. Property of (Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (off N. Nash St.) DB: 2458 PG: 557 PIN: 273400956836 Nash Hospitals Inc. Property of (off U.S. 264A) DB: 2458 PG: 553 PIN: 273400958835 Nash Hospitals Inc. Property of (off N. Nash St.) DB: 2458 PG: 549 PIN: 273400959839 Nash Hospitals Inc. Property of (South NC 231) DB: 2458 PG: 565 PIN: 273400051828 Nash Hospitals Inc. Property of CP: 3 Elev: 218.26 E: 2239084.26 N: 745935.54 NAIL CP: #3 3'x4' FOHHRi pRa pElev: 212.99 E: 2239417.02 N: 745612.67 NAIL CP: #2 CP: 2 I nv: 201.5436" Tr e e 30" Oa k30" RCPW o o d s 24" Tr e e Woods Woods Woods FH/WVNLS NLS NLS NLS NLS NLS NLS NLS NLSN. Nash St..ywkP et ar opro C xeselddi M C-1.01SSCOSSCO(2) SSCO180 185 190 195 200 205 210 215 220 225 180 185 190 195 200 205 210 215 220 225 Asphalt 3-LANE TYPICAL SECTION COVER MIN. 3' 2 4 " R C P 24" RCP15" RCP Inv.: 207.21 (FES)Pkwy.) (Middlesex Corporate DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of WoodsINV. OUT: 209.02 (24") INV. IN: 209.12 (24") INV. IN: 209.87 (15") RIM: 213.05 SD-02 CB INV. OUT: 208.52 (24") INV. IN: 208.62 (24") RIM: 215.13 SD-01 CB INV.: 210.00 24" RCP w/ 12" CPP 15' Soil Dr. Inv. Out: 207.26 Inv. In: 207.34 Inv. In: 207.38 Top: 211.02 CB #1020 Inv.: 209.26 Top: 212.84 CB #1174 Inv: 210.84 18" CPP (TO BE REMOVED) Inv.: 211.23 18" CPP (TO BE REMOVED) 8" Water Line STATION 18+06.00 BEGIN CURB & GUTTER Inv. Out: 205.71 Top: 216.55 CB #1163 Entrance Sign @ C/L Roadway Existing Grade 24" RCP (TO BE REMOVED) STATION 18+06.00 BEGIN CURB & GUTTER ROADWAY: STA. 18+06 to 24+008" WATER LINE: STA. 18+70 +/- to 24+00MIDDLESEX CORPORATE PARKWAYBore "B-1"R/WR/W R /W@ Ex. Grade WLA 18" RCP (Existing) Curve 1 FenceREMOVE Gate PostREMOVE Gate PostREMOVE Gravel "Sales Road" Ex. 8" Water Line CONNECT TO 8" WATER LINE PLUG, RESTRAIN AND , REMOVE CONTRACTOR TO LOCATE Town of Middlesex Water Line Ex. 8" STA. 18+69 +/- AND TIE INTO REMOVE PLUG, RESTRAIN (Apprx. Depth) (5' OFF BOC, TYP.) 8" PVC WATER LINE NOTES: OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM1. R/W R/W R/WR /W (Apprx. Inv.: 206.83)24" RCP @ MIN. 24" SEPARATION (TO BE REMOVED)12" W/L(TYP.) CUT / FILL LINE (TYP.) CUT / FILL LINE INV.: 207.33 Inv.: 206.73 (FES) TCE-02A (xx ACRE) PDE-02A (xx ACRE) TCE-02B (xx ACRE) PDE-01A (xx ACRE) TCE-03A (xx ACRE) (xx ACRE) TCE-01C PDE-01B (xx ACRE) TCE-01A (xx ACRES) (xx ACRES)TCE-01B TCE-01D (xx ACRE)TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE PDEPDEPDEWV 18" RCP (Inv.: 211.04) TO BE REMOVED@ C/L RDWY HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:38 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.02LVL/DGM LVL/DGM AUGUST 2019 24+00 25+00 26+00 27+00 28+00 29+00 3 0+ 0 0 31+0032+0033+0034+003 5+ 0 0 36+00 37+00 38+00 1.53 %4.00 %K = 80 4.00 %3.51 % K = 80VPI STA. 27+75.00VPI STA. 34+00.00VPI ELEV. = 195.00VPI ELEV. = 220.00VPC ELEV. = 216.64VPC ELEV. = 207.00VPT ELEV. = 205.53VPT ELEV. = 211.20VPT ELEV. = 215.79VPT STA. 25+00.00VPT STA. 29+95.00VPT STA. 37+00.00VPC STA. 31+00.00VPC STA. 25+55.00L = 440.00' L = 600.00'TOP = 213.58TOP = 214.80TOP = 216.04TOP = 213.53TOP = 209.52TOP = 204.49TOP = 201.59TOP = 201.72TOP = 201.89TOP = 199.71TOP = 199.84INV. IN (18") = 195.77SD-13 CB INV. IN (15") = 196.02SD-13 CB INV. OUT (24") = 195.27TOP = 200.40TOP = 201.83TOP = 205.08SD-03 CB INV. OUT (15") = 210.31SD-03 CB INV. IN (15") = 210.41SD-04 CB INV. OUT (15") = 211.63SD-10 CB INV. OUT (15") = 212.87SD-09 CB INV. IN (15") = 210.36SD-09 CB INV. OUT (15") = 210.26SD-06 CB INV. IN (15")= 198.41SD-06 CB INV. OUT (15") = 198.31SD-12 CB INV. OUT (15") = 196.54SD-23 CB INV. OUT (15") = 196.66SD-14 CB INV. OUT (18") = 198.30SD-14 CB INV. IN (18") = 198.40STA. 37+13.04 (L)SD-15 CB STA. 34+00.05 (L)SD-12 CBSTA. 36+03.71 (L)SD-14 CB STA. 34+61.47 (L)SD-23 CB STA. 35+25.69 (L)SD-13 CB STA. 27+56.06 (R)SD-10 CB STA. 25+07.43 (R)SD-04 CB STA. 28+91.77 (R)SD-09 CB STA. 24+06.65 (R)SD-03 CB STA. 30+09.47 (R)SD-08 CB STA. 33+99.75 (R)SD-11 CBSTA. 31+36.76 (R)SD-07 CB STA. 32+96.27 (R)SD-06 CB STA. 33+44.86 (R)SD-05 CB 96 LF 15" RCP @ 1.27% 129 LF 15 " RCP @ 1 .95%111 LF 15" RCP @ 3.53%121 LF 15" RCP @ 4.09%155 LF 15" RCP @ 1 .79%SD-08 CB INV. OUT (15") = 206.24SD-08 CB INV. IN (15") = 206.34SD-07 CB INV. OUT (15") = 201.19SD-08 CB INV. IN (15") = 201.29@ 4.85% 48 LF 15" RCP RCP @ 0.41% 63 LF 15" RCP @ 1.03% 62 LF 15" RCP @ 3.37% 75 LF 18" 106 LF 18" RCP @ 2.97% 104 LF 18" RCP @ 3.71% INV. IN (15") = 195.98 SD-05 CB INV. IN (15") = 195.98 SD-05 CB INV. OUT (18") = 195.73 SD-15 CB INV. IN (18") = 201.65SD-15 CB INV. OUT (18") = 201.55SD-11 CB INV. IN (15") = 196.34SD-11 CB INV. OUT (15") = 196.24N A D 83 (2011) Radius = 1,100.00' Length = 1,036.07' Degree = 5° 12' 31.35" Δ = 53° 57' 57.80" (RT) E = 2,240,552.93 N = 745,575.02 P.I. Sta. 27+16.12 CURVE 2 CURVE 3 Radius = 1,750.00' Length = 654.49' Degree = 3° 16' 26.56" Δ = 3° 16' 26.56" E = 2,241,054.68 N = 744,838.50 P.I. Sta. 35+23.24 PRC STA. 31+92.12Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation EasementSEE SHEET C-1.01MATCH LINE STA. 24+00SEE SHEET C-1.03MATCH LINE STA. 38+00(Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (off Baines Ln.) DB: 2480 PG: 456 PIN: 274400146753 Nash County Property of (8000 Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400146133 Nash County Property of C-1.02 Pond 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 175 180 185 190 195 200 205 210 215 220 175 180 185 190 195 200 205 210 215 220 Woods Woods Woods Woods Woods Woods 24" CPPRiparian Buffer - Zone 1Riparian Buffer - Zone 2NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS Rock Check DamTO BTOBCreekCreekCURB & GUTTER STA. 24+00 to 38+008" WATER LINE / ROADWAYMIDDLESEX CORPORATE PARKWAYOverflowRipRap15" RCP 15" RCP 15" RCP15" RCP 15" R C PB Y D IR E C T IO N A L D R IL L252 L F 8" FU S IB L E PV C W A T E R L IN E ALIGNMENT ROADWAY GRADE @ C/L C/L Roadway Ex. Grade @ COVER MIN. 3' BY DIRECTIONAL DRILL 252 LF 8" FUSIBLE PVC WATER LINE15" R C P15" R C P15" RCPInv.: 205.03 (FES)18" RCP 1 5 " RC P 24" RCP18" RCP 18" RCPSTA. 33+04.31 (@ C/L RDWY)BEGIN DIRECTIONAL DRILLSTA. 35+60.82 (@ C/L RDWY)END DIRECTIONAL DRILLR.J.D.I.P. 50 LF 8" R.J.D.I.P. 50 LF 8"MIN. 24" SEPARATION24" RCP (Inv.: 191.65) @ 8" WL12" CPP (Inv.: 194.32) TO BE REMOVED@ 8" WL12" CPP (Inv.: 194.92) TO BE REMOVED@ 8" WLINV. OUT: 211.63 RIM: 214.80 SD-04 CB INV. OUT: 195.73 (18") INV. IN: 195.98 (15") INV. IN: 195.98 (15") RIM: 202.14 SD-05 CB INV. OUT: 198.31 (15") INV. IN: 198.41 (15") RIM: 201.59 SD-06 CB INV. OUT: 201.19 (15") INV. IN: 201.29 (15") RIM: 204.49 SD-07 CB INV. OUT: 206.24 (15") INV. IN: 206.34 (15") RIM: 209.52 SD-08 CB INV. OUT: 210.26 (15") INV. IN: 210.36 (15") RIM: 213.53 SD-09 CB INV. OUT: 212.87 RIM: 216.04 SD-10 CB INV. OUT: 198.30 (18") INV. IN: 198.40 (18") RIM: 201.83 SD-15 CB 50 LF 8" RJDIP INV. OUT: 195.27 (24") INV. IN: 195.77 (18") INV. IN: 196.02 (15") RIM: 200.40 SD-13 CB INV.: 195.05 SPREADERLEVEL INV. OUT: 196.66 RIM: 199.84 SD-23 CB INV. OUT: 196.54 RIM: 199.71 SD-12 CB INV. OUT: 198.30 (18") INV. IN: 198.40 (18") RIM: 201.83 SD-14 CB INV. OUT: 196.24 (15") INV. IN: 196.34 (15") RIM: 201.89 SD-11 CB INV.: 195.50 SPREADERLEVEL 50 LF 8" RJDIP INV. OUT: 210.31 (15") INV. IN: 210.41 (15") RIM: 213.58 SD-03 CB & BOX 8" GATE VALVE We t l a nds Riparian Buffer - Zone 1Riparian Buffer - Zone 1Riparian Buffer - Zone 1Riparian Buffer - Zone 2Riparian BufferZone 1Zone 2Riparian Buffer NLS NLS NOTE: 12" CPP BE REMOVED) (TO 12" CPP (TO BE REMOVED) 12" CPP (TO BE REMOVED) 12" CPP (TO BE REMOVED) P U E P U E P U E P U E Bore "B-2"BELOW CREEKMIN. 5'VALVE IN MANHOLE (STA. 27+39 +/-)2" COMBINATION AIR RELEASE8" PVC WATER LINE @Ex.Grade WATER LINE ALIGNMENT 8" PVC WATER LINE Weatherill Engineering Dated 3/16/2010. by Drawings per 12.5’ Approximately Back Extend which Plates Anchor Man Dead with Rods Back Tie Steel Galvanized ¾”Diameter Existing to Impact Any Avoid to Headwall/Wingwalls Culvert Dia. Inch 120 Existing the Near Located SD-23 & SD-12 Basins Catch New Installing and Excavating when Caution Exercise Shall Contractor 120" Alum.120" Alum. Pipe (Inv.: 187.39) @ C/L RDWYw/ Hdwll & Wngwlls 120" Alum. Pipe, Inv.: 188.10 Gravel "Sales Road" STA. 32+56 +/- 8" GATE VALVE & BOX STA. 36+13 +/- 8" GATE VALVE & BOX MIN. 5' DEPTH TO FIELD VERIFY)CONTRACTOR (INSTALLATION AT HIGHPOINT, AIR RELEASE VALVE IN MANHOLE (5' OFF BOC, TYP.) 8" PVC WATER LINE (5' OFF BOC, TYP.) 8" PVC WATER LINE NOTES: OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM1. w/ Hdwll & Wngwlls 120" Alum., Inv.: 187.39 R/W R/W R /W R /W W e t l a n d s TOBTOB TCE-01C (ACRES) (ACRES)ETCE-01 PDE-01D (ACRE) PUE-01A (ACRE) TCE-01H (xx ACRE) & BOX 8" GATE VALVE TCE-01G (ACRES) PDE-01C (xx ACRE) TCE-01F (xx ACRE) TCE TCE TCE TCE TCE TCE TCE TCE TCE T C ETCETCETCE TCE TCE TCE TCE TCE TCE TC E TCE TCETCETCEPDETCETCE TC EPDEPDEFIRE HYDRANT 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE STA. 29+50 +/- 8"x6" TEE (FHL) STA. 29+58 +/- 8" GATE VALVE & BOX HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:41 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.03LVL/DGM LVL/DGM AUGUST 2019 C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F NN N 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 3.51 %1.06 % K = 88VPI STA. 46+25.00VPI ELEV. = 238.00VPC ELEV. = 230.98VPT ELEV. = 235.89VPT STA. 48+25.00VPC STA. 44+25.00L = 400.00'TOP = 208.93TOP = 212.63TOP = 212.92TOP = 218.07TOP = 218.08SD-19 CB INV. OUT (15")= 213.60INV. IN (15")(SE) = 213.70SD-19 CB INV. IN (15")(NE) = 213.70TOP = 224.72TOP = 224.74SD-20 CB INV. OUT (15") = 214.90SD-21 CB INV. OUT (15") = 220.27SD-21 CB INV. IN (15") = 220.37SD-22 CB INV. OUT (15") = 221.57STA. 42+59.93 (L)SD-22 CBSTA. 40+56.80 (L)SD-20 CBSTA. 39+15.82 (L)SD-17 CBSTA. 38+20.20 (L)SD-16 CB STA. 42+59.93 (R)SD-21 CBSTA. 40+56.70 (R)SD-19 CBSTA. 39+15.26 (R)SD-18 CB93 LF 15" RCP @ 2.78% 200 LF 15" RCP @ 3.29% SD-16 CB INV. IN (15") = 205.76 SD-16 CB INV. OUT (18") = 205.51 SD-17 CB INV. IN (15") = 208.45 SD-17 CB INV. OUT (15") = 208.35 SD-18 CB INV. IN (15") = 209.75 SD-18 CB INV. OUT (15") = 209.65 140 LF 15" RCP @ 2.75% N A D 83 (2011) 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00SEE SHEET C-1.02MATCH LINE STA. 38+00SEE SHEET C-1.04MATCH LINE STA. 52+00(8000 Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400146133 Nash County Property of (off Baines Ln.) DB: 2480 PG: 456 PIN: 274400146753 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (off Quincy St. & U.S. 264A) DB: 2434 PG: 782 PIN: 274400243209 Nash County Property of C-1.03 SSCO Pond NLS NLS NLS NLS NLS NLS NLS NLS NLS 30" RCP 30" RCP Elev: 236.43 E: 2242167.56 N: 744027.26 Nail (CAPPED REBAR) CP: #4w/ 30" RCPGravel Dr.Woods Woods Woods Woods STA. 38+00 to 52+008" & 12" WATER LINE / ROADWAYMIDDLESEX CORPORATE PARKWAY195 200 205 210 215 220 225 230 235 240 195 200 205 210 215 220 225 230 235 240 Shell Building 15" RCP 15" RCP 15" RCPALIGNMENT ROADWAY GRADE @ C/L C/L Roadway Ex. Grade @ 12" PVC WATER LINE COVER MIN. 3' 8"x12" REDUCER C/L ROADWAY (FES)30" RCP Ex. Grade @ WLA COVER MIN. 3' STATION 48+06.00 END CURB & GUTTER INV. OUT: 221.57 RIM: 224.74 SD-22 CB INV. OUT: 220.27 (15") INV. IN: 220.37 (15") RIM: 224.72 SD-21 CB INV. OUT: 205.51 (18") INV. IN: 205.76 (15") RIM: 208.93 SD-16 CB INV. OUT: 208.35 (15") INV. IN: 208.45 (15") RIM: 212.63 SD-17 CB INV. OUT: 209.65 (15") INV. IN: 209.75 (15") RIM: 212.92 SD-18 CB Inv.: 220.92 Inv.: 220.92 Top: 226.24 DI STATION 48+06.00END CURB & GUTTERALIGNMENT (FUTURE) ROADWAY GRADE @ C/L Inv.: 211.36 Inv.: 211.36 Top: 216.74 DI Inv.: 217.74 Inv.: 217.74 Top: 223.25 DI Ex. Grade @ WLA GRAVELINV. OUT: 214.90 (15") RIM: 218.08 SD-20 CB INV. OUT: 213.60 (15") INV. IN (SE): 213.70 (15") INV. IN (NE): 213.70 (15") RIM: 218.08 SD-19 CB CP: 4 Bore "B-3"15" RCP15" RCPNLS EIPNLS VALVE IN MANHOLE (STA. 45+86 +/-)2" COMBINATION AIR RELEASE8" PVC WATER LINE 30'R 30'R40'R40'R PT STA. 38+46.61Gravel "Sales Road" 60'R (BASE BID) 20' W. (MIN.) x 150' L. (MIN.) TEMP. TRUCK TURN AROUND PROVIDE 8" of CABC FOR STA. 48+06 TO 49+91 CONTRACTOR TO FIELD VERIFY) (INSTALLATION AT HIGHPOINT, AIR RELEASE VALVE IN MANHOLE (5' OFF BOC, TYP.) 8" PVC WATER LINE TYP.) (5' OFF FUTURE BOC, 12" WATER LINECONSTRUCTION PRIOR TO ROADWAY LEG BY OPEN CUTTING INSTALL 6" HYDRANT NOTES: OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM1. STA. 41+58 +/- 8" GATE VALVE & BOX STA. 48+06 +/- 8"x12" REDUCER STA. 41+50 +/- 8"x6" TEE (FHL) R/W R/W R/W R/W END CURB & GUTTER AT RIGHT-OF-WAY (TYP.) (SEE DETAIL 10 / C-5.04) (BASE BID LOCATION) WOVEN WIRE FENCE w/ GATES (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING CUT / FILL LINE (TYP.) CUT / FILL LINE (TYP.) (4' MIN. BELOW SUBGRADE) 12" STEEL CASING (4' MIN. BELOW SUBGRADE) 12" STEEL CASING 50'R FIRE HYDRANT 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:44 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.03ALVL/DGM LVL/DGM AUGUST 2019 C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F NN N 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 3.51 %1.06 % K = 88VPI STA. 46+25.00VPI ELEV. = 238.00VPC ELEV. = 230.98VPT ELEV. = 235.89VPT STA. 48+25.00VPC STA. 44+25.00L = 400.00'TOP = 208.93TOP = 212.63TOP = 212.92TOP = 218.07TOP = 218.08SD-19 CB INV. OUT (15")= 213.60INV. IN (15")(SE) = 213.70SD-19 CB INV. IN (15")(NE) = 213.70TOP = 224.72TOP = 224.74SD-20 CB INV. OUT (15") = 214.90SD-21 CB INV. OUT (15") = 220.27SD-21 CB INV. IN (15") = 220.37SD-22 CB INV. OUT (15") = 221.57STA. 42+59.93 (L)SD-22 CBSTA. 40+56.80 (L)SD-20 CBSTA. 39+15.82 (L)SD-17 CBSTA. 38+20.20 (L)SD-16 CB STA. 42+59.93 (R)SD-21 CBSTA. 40+56.70 (R)SD-19 CBSTA. 39+15.26 (R)SD-18 CB104 LF 18" RCP @ 3.71% 93 LF 15" RCP @ 2.78% 200 LF 15" RCP @ 3.29% SD-16 CB INV. IN (15") = 205.76 SD-16 CB INV. OUT (18") = 205.51 SD-17 CB INV. IN (15") = 208.45 SD-17 CB INV. OUT (15") = 208.35 SD-18 CB INV. IN (15") = 209.75 SD-18 CB INV. OUT (15") = 209.65 140 LF 15" RCP @ 2.75% N A D 83 (2011) 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 ALTERNATE BID STA. 48+06 to 51+56 ADDITIONAL ROADWAY SEE SHEET C-1.02MATCH LINE STA. 38+00SEE SHEET C-1.04MATCH LINE STA. 52+00(8000 Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400146133 Nash County Property of (off Baines Ln.) DB: 2480 PG: 456 PIN: 274400146753 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (off Quincy St. & U.S. 264A) DB: 2434 PG: 782 PIN: 274400243209 Nash County Property of SSCO Pond NLS NLS NLS NLS NLS NLS NLS NLS NLS CP: 4 30" RCP 30" RCP Elev: 236.43 E: 2242167.56 N: 744027.26 Nail (CAPPED REBAR) CP: #4w/ 30" RCPGravel Dr.Woods Woods Woods Woods STA. 38+00 to 52+008" & 12" WATER LINE / ROADWAYMIDDLESEX CORPORATE PARKWAYR/W R/W R/W R/W 195 200 205 210 215 220 225 230 235 240 195 200 205 210 215 220 225 230 235 240 Shell Building 15" RCP ALIGNMENT ROADWAY GRADE @ C/L C/L Roadway Ex. Grade @ 12" PVC WATER LINE COVER MIN. 3' C/L ROADWAY (FES)30" RCP Ex. Grade @ WLA COVER MIN. 3' INV. OUT: 220.27 (15") INV. IN: 220.37 (15") RIM: 224.72 SD-21 CB INV. OUT: 205.51 (18") INV. IN: 205.76 (15") RIM: 208.93 SD-16 CB INV. OUT: 208.35 (15") INV. IN: 208.45 (15") RIM: 212.63 SD-17 CB INV. OUT: 209.65 (15") INV. IN: 209.75 (15") RIM: 212.92 SD-18 CB Inv.: 220.92 Inv.: 220.92 Top: 226.24 DI ALIGNMENT (FUTURE) ROADWAY GRADE @ C/L Inv.: 211.36 Inv.: 211.36 Top: 216.74 DI Inv.: 217.74 Inv.: 217.74 Top: 223.25 DI Ex. Grade @ WLA STATION 51+56.00 (ALTERNATE BID) END CURB & GUTTER C-1.03A 8"x12" REDUCER 15" RCP15" RCP15" RCP 15" RCPEIPNLS Bore "B-3"GRAVELC/L ROADWAY 8" PVC WATER LINE VALVE IN MANHOLE (STA. 45+86 +/-)2" COMBINATION AIR RELEASE40'R40'R30'R 30'R Gravel "Sales Road" CONSTRUCTION PRIOR TO ROADWAY LEG BY OPEN CUTTING INSTALL 6" HYDRANT INV. OUT: 221.57 RIM: 224.74 SD-22 CB CONTRACTOR TO FIELD VERIFY) (INSTALLATION AT HIGHPOINT, AIR RELEASE VALVE IN MANHOLE 1. OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM NOTES: (5' OFF BOC, TYP.) 8" PVC WATER LINE (5' OFF BOC, TYP.) 12" PVC WATER LINE STA. 41+58 +/- 8" GATE VALVE & BOX MIN. 5' DEPTH STA. 48+06 +/- 8"x12" REDUCER STA. 41+50 +/- 8"x6" TEE (FHL) END CURB & GUTTER AT RIGHT-OF-WAY (TYP.) (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING (ALTERNATE BID) 20' W. (MIN.) x 150' L. (MIN.) TEMP. TRUCK TURN AROUND PROVIDE 8" of CABC FOR STA. 51+56 TO 53+56 INV. OUT: 213.60 (15") INV. IN (SE): 213.70 (15") INV. IN (NE): 213.70 (15") RIM: 218.08 SD-19 CB INV. OUT: 214.90 (15") RIM: 218.08 SD-20 CB CUT / FILL LINE (TYP.) CUT / FILL LINE (TYP.) (4' MIN. BELOW SUBGRADE) 12" STEEL CASING (4' MIN. BELOW SUBGRADE) 12" STEEL CASING 50'R 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE FIRE HYDRANT HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:45 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.04LVL/DGM LVL/DGM AUGUST 2019 N 260'-0"150'-0"52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 1.06 %0.60 % K = 121 0.60 %1.12 % K = 116VPI STA. 55+25.00VPI STA. 62+75.00VPI ELEV. = 233.00VPI ELEV. = 228.50VPC ELEV. = 229.56VPC ELEV. = 232.40VPT ELEV. = 231.88VPT ELEV. = 229.10VPT STA. 56+25.00VPT STA. 63+75.00VPC STA. 61+75.00VPC STA. 54+25.00L = 200.00' L = 200.00' N A D 83 (2011) 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+0052+00 66+00SEE SHEET C-1.03MATCH LINE STA. 52+00SEE SHEET C-1.05MATCH LINE STA. 66+00(off Quincy St. & U.S. 264A) DB: 2434 PG: 782 PIN: 274400243209 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of C-1.04 STA. 52+00 to 66+0012" WATER LINE / ROADWAYMIDDLESEX CORPORATE PARKWAYWoods Woods Woods NLS EIPEIP24" RCPInv.: 223.83 (FES)Inv.: 224.25 (FES)CP: #6 Elev: 225.231 E: 2242532.01 N: 743767.58 NAIL (CAPPED REBAR) CP: #6 200 205 210 215 220 225 230 235 240 200 205 210 215 220 225 230 235 240 245 245 12" PVC WATER LINE (Apprx. Inv.: 224.18)24" RCPMIN. 24" SEPARATION @ 12" W/L COVER MIN. 3' C/L FUTURE ROADWAY Ex. Grade @ WLA ALIGNMENT (FUTURE) ROADWAY GRADE @ C/L 4" PineSoil DriveC/L Roadway Ex. Grade @ (3) 12" GATE VALVE & BOX (1) 12"x12" TEE 2" Pine (TO BE REMOVED) Bore "T-2" Bore "T-1" Bore "B-4" BY OTHERS PHASE A - CONTRACT 2) (BEGINELEVATED TANK 12" CPP Gravel "Sales Road" TYP.) (5' OFF FUTURE BOC, 12" PVC WATER LINE AND CAP COLLAROUT, THRUST 10 LF 12" STUBPROVIDE 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT 24" RCP (USE CONDITION 2) (ALTERNATE BID) TEMP. TRUCK TURN AROUND R/W R/W R/W R/W (SEE DETAIL 10 / C-5.04) (ALTERNATE BID LOCATION) WOVEN WIRE FENCE w/ GATES (SEE SHEET C-3.03) AREA LAYDOWN AND STOCKPILE CONTRACTOR Field Agricultural Field Agricultural 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE CONSTRUCTION PRIOR TO ROADWAY LEG BY OPEN CUTTING INSTALL 6" HYDRANT STA. 53+11 +/- 8"x6" TEE (FHL) STA. 53+19 +/- 12" GATE VALVE & BOX HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:46 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.05LVL/DGM LVL/DGM AUGUST 2019 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+ 00 77+0078+0079+0080 + 00 1.12 %0.89 % K = 119 0.89 %1.17 % K = 73 1.17 %0.50 % K = 108 VPI STA. 69+00.00VPI STA. 75+75.00VPI STA. 78+75.00VPI ELEV. = 228.50VPI ELEV. = 232.00VPI ELEV. = 226.00VPC ELEV. = 227.34VPC ELEV. = 231.33VPC ELEV. = 229.55VPT ELEV. = 228.95VPT ELEV. = 231.12VPT ELEV. = 227.07VPT STA. 70+20.00VPT STA. 76+50.00VPT STA. 79+65.00VPC STA. 77+85.00VPC STA. 75+00.00VPC STA. 67+80.00L = 150.00' L = 180.00' L = 240.00' N A D 83 (2011) 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00SEE SHEET C-1.06MATCH LINE STA. 80+00SEE SHEET C-1.04MATCH LINE STA. 66+00(Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (off U.S. 264A) DB: 2236 PG: 222 PIN: 274400447291 Nash County Property of (off U.S. 264A) DB: 2236 PG: 222 PIN: 274400447291 Nash County Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of C-1.05 STA. 66+00 to 80+0012" WATER LINE / ROADWAYMIDDLESEX CORPORATE PARKWAYWoodsWoodsInv.: 223.18Inv.: 224.0224" RCPInv.: 224.95WoodsRipRap30" PineRipRap2" Pine2" Tree4" Pine4" Pine4" Tree2" Pine4" Pine4" TreeInv.: 226.1330" RCPR/ W R /W 200 205 210 215 220 225 230 235 240 200 205 210 215 220 225 230 235 240 C/L FUTURE ROADWAY COVER MIN. 3' 245 245 Ex. Grade @ WLA Ex. Grade @ WLA 12" PVC WATER LINE Roadway Ex. Grade @ C/L ALIGNMENT (FUTURE) ROADWAY GRADE @ C/L RipRap12" GATE VALVE & BOX (Apprx. Inv.: 223.33)24" RCP MIN. 24" SEPARATION@ 12" W/L (Apprx. Inv.: 225.92)24" RCP MIN. 24" SEPARATION@ 12" W/LGravel "Sales Road" TYP.) (5' OFF FUTURE BOC, 12" PVC WATER LINE (SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT 30" RCP (USE CONDITION 2) 24" RCP (USE CONDITION 2) STA. 66+58 +/- 12" GATE VALVE & BOX STA. 66+50 +/- 12"x6" TEE (FHA) R/W R/W Field Agricultural Field Agricultural STA. 75+50 +/- 12"x6" TEE (FHA) STA. 75+58 +/- 12" GATE VALVE & BOX (SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY 12" GATE VALVE & BOX HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:47 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.06LVL/DGM LVL/DGM AUGUST 2019 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+ 00 88+0089+0090+000.50 %2.82 % K = 66 2.82 %VPI STA. 83+75.00VPI ELEV. = 231.00VPC ELEV. = 230.45VPC ELEV. = 221.12VPT ELEV. = 227.89VPT STA. 84+85.00VPC STA. 87+25.00VPC STA. 82+65.00L = 220.00' NAD 83 (2011) 81+00 82+00 83+00 84+00 85+00 86+00 87+0080+00 88+00 89+00 90+00 91+00 92+00 93+00 S E E S HE E T C- 1.0 5MATCH LI NE S T A. 8 0 + 0 0 (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of C-1.06 Woods Woods Woods WoodsRipRapFenceFenceGate PostRipRapNLS4" Pi ne 24" RCP24" RCP(5' OFF FUTURE BOC) 12" WATER LINE R/W R/W NLS YAWDAOR ERUTUF L/C Asphalt Pavement COVER MIN. 3' ALIGNMENT (FUTURE) ROADWAY GRADE @ C/L AT C/L FUTURE ROADWAYEQUALITY STATION 90+00190 195 200 205 210 215 220 225 230 235 190 195 200 205 210 215 220 225 230 235 AT C/L FUTURE ROADWAYEQUALITY STATION 90+00Ex. Gr ade @ W LAInv.: 206.923 (24") Inv.: 206.99 (24") Top: 211.83 CB Inv.: 212.43 (24") Top: 217.28 CB C/L Roadway Ex. Grade @ GatepostTCETCEBore "B-5"R/ W R/ W Gatepost 12" WATER LINE - STA. 80+00 to 90+00/100+00ROADWAY - STA. 80+00 to 90+00MIDDLESEX CORPORATE PARKWAYWoods Gravel "Sales Road" 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT Ex. BOC)3' OFF (TRANSITION TO 12" WATER LINE Begin Sta. 88+00Ex. Asphalt Roadway@ Ex. Grade WLA TCE-05A (xx ACRE)AT WATER LINE ALIGNMENTEQUALITY STATION 100+00AT WATER LINE ALIGNMENTEQUALITY STATION 100+00(SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY STA. 87+75 +/- 12"x6" TEE (FHA) STA. 75+58 +/- 12" GATE VALVE & BOX & BOX 12" GATE VALVE HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYjth/EBMIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:47 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_01.dgn8/23/2019jharrisC-1.07LVL/DGM LVL/DGM AUGUST 2019SS100+00101+00102+00103+00104+00105+00 106+00 107+00 108+00 109+00 110+00 111+00 100+00 101+00 102+00 NAD 8 3 ( 2 0 1 1) 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 0+00 1+00 3+0024" RCP24" RCP R/W(10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property of Woods Wetlands (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of Wetlands (10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property of 180 185 190 195 200 205 210 215 220 225 180 185 190 195 200 205 210 215 220 225 C-1.07PP w/GuyPPPPWMShbShbLdscpSignFHPPNLSPPPPPPNLSNLSSign/LdscpSignWoods Wetlands WoodsPP 6" Water Line (Apprx. Location) US Hwy 264 Alt (100' NCDOT Maintained R/W ) AT C/L FUTURE ROADWAY EQUALITY STATION 90+00 Wetlands Wetlands BY DIRECTIONAL DRILL 213 LF 12" FUSIBLE PVC WATER LINE R.J.D.I.P. 50 LF 12"C/L US Hwy 264 AltCOVER MIN. 10' COVER MIN. 5'(Apprx. Inv.: 198.01)36" RCPMIN. 24" SEPARATION @ 12" W/L (Apprx. Inv.: 198.19)30" RCP MIN. 24" SEPARTION@ 12" W/L (Apprx. Inv.: 197.94)36" RCPMIN. 24" SEPARATION @ 12" W/L (Apprx. Size & Location)TPhn Cable MIN. 18" SEPARATION@ 12" W/L (Apprx. Size & Location)TPhn Cable MIN 18" SEPARATION@ 12" W/L (Apprx. Size & Location)TPhn Cable MIN. 18" SEPARATION@ 12" W/L (Apprx. Inv.: 201.81)24" RCP MIN. 24" SEPARATION@ 12" W/L COVER MIN. 3'Ex. Gr a de @ WLA (Apprx. Inv: 210.39)15" CPP MIN. 24" SEPARATION@ 12" W/L(Apprx. Size & Location)TPhn Cable MIN 18" SEPARATION@ 12" W/L (Apprx. Size & Location)TPhn Cable MIN 18" SEPARATION@ 12" W/L (Apprx. Size & Location)TPhn Cable MIN 18" SEPARATION@ 12" W/L 12" PVC WATER LI NEPP/TransPP/TransPP/TransDIRECTIONAL DRILLING213 LF 12" FUSIBLE PVC BYInv: 198.89 Inv: 198.14 Inv: 197.97 (PERENNIAL) STREAM CROSSING "B" 36" RCP 30" RCP 36" RCP Telephone Cable (Apprx. Location) (3) Telephone Cables (Apprx. Location) Telephone Cable (Apprx. Location) (2) Telephone Cables (Apprx. Location) RipRap RipRap PUEPU ESTA. 111+16 +/- 12"x6" TEEDriveway12"-45° BEND 12" GATE VALVE & BOX 12"x6" TEE Water Line Ex. 6" CONNECT NEW 6" WATER LINE) , REMOVE CAP AND (CONTRACTOR TO LOCATE 12"-45° BEND 12"-45° BEND 12" GATE VALVE & BOX 50 LF R.J.D.I.P. 2" BLOW OFF ASSEMBLY COLLAR AND CAP USING STUB OUT, THRUST PROVIDE 10 LF 12" 12"-45° BEND 12"-45° BEND R.J.D.I.P. 56 LF 12"TCETCE PUEPUETCETCEDRILL, STA. 101+33 BEGIN DIRECTIONAL DRILL, STA. 103+46 END DIRECTIONAL Bore "B-6" 12" PVC WATER LINER/WR/W R/W R/W R/WSign 6" WATER LINE: STA. 0+00 to 12" WATER LINE: STA. 100+00 to 111+12 +/-MIDDLESEX CORPORATE PKWY. / US 264 ALT(2) Telephone Cables (Apprx. Location) 6" GATE VALVE & BOX & BOX 12" GATE VALVE 56 LF R.J.D.I.P. STA. 103+45 +/- 12" 45° BEND STA. 103+50 +/- 12" 45° BEND STA. 103+62 +/- 12" 45° BEND STA. 104+09 +/- 12" 45° BEND STA. 111+21 +/- 12" GATE VALVE & BOX STA. 104+01 +/- 12" GATE VALVE & BOX STA. 100+83 +/- 12" GATE VALVE & BOX Rim: 213.68 SSMH SSMH (20'-21' OFF EOP, TYP.) 12" PVC WATER LINE Ex. BOC)(3' OFF 12" PVC WATER LINE 2" BLOW OFF ASSEMBLY COLLAR AND CAP USING STUB OUT, THRUST PROVIDE 10 LF 12" PUE-05A (xx ACRE) PUE-06A (xx ACRE) PUE-06B (xx ACRE) TCE-06A (xx ACRE) TCE-05A (xx ACRE) CP: #8 CP: #10 Elev.: 201.50 E: 2244496.36 N: 740993.54 MAG Nail Set CP: #8 Elev.: 213.39 E: 2243562.13 N: 741365.72 MAG Nail Set CP: #10 AT WATER LINE ALIGNMENT EQUALITY STATION 100+00 AT C/L FUTURE ROADWAYEQUALITY STATION 90+00AT WATER LINE ALIGNMENTEQUALITY STATION 100+00ACCESS DURING CONSTRUCTION CONDITION AND MAINTAIN TO RESTORE DRIVEWAY TO Ex. BY OPEN CUTTING. CONTRACTOR INSTALL 12" PVC WATER LINE DI18" RCP15" CPP HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:49 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_02.dgn8/23/2019jharrisC-2.01DGM EBM DGM AUGUST 2019STTSSTSS 10+00 185 190 195 200 205 210 215 220 225 230 185 190 195 200 205 210 215 220 225 230 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 R/W R/W R/WR/W C-2.01STA. 10+00 to 24+508" SANITARY SEWER(U.S. 264A) DB: 1517 PG: 673 PIN: 274400222206 Harris Sales Corp Property of Inv. Out: 207.21 (SE) Inv. In: 207.31 (NW) Rim: 217.11 SSMH #2 6" Water Line (Apprx. Location) CP: #9 US 264 Alt Wetlands Wetlands Elev: 216.77 E: 2242664.52 N: 741830.93 NAIL (CAPPED REBAR) CP: #9 Inv. Out: 208.37 (SE) Inv. In: 208.36 (NW) Rim: 217.22 SSMH #3 Inv. Out: 209.92 (SE) Inv. In: 210.00 (NW) Inv. In: 210.32 (W) Rim: 219.58 SSMH #4 Inv. Out: 211.17 (SE) Rim: 218.94 SSMH #5 (10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of (10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property of (10135 U.S. 264A) DB: 2981 PG: 286 PIN: 274400216464 3376 Coshatte LLC Property of (10235 U.S. 264A) DB: 2982 PG: 1 PIN: 274400213593 Dal-Bridge NC Partners LP Property of (8171 Planer Mill Rd.) DB: 978 PG: 85 PIN: 274400116843 Eaton Aeroquip LLC Property of 90° 46' 16" 179° 11' 23"180° 08' 34" MANHOLE No. 2 MANHOLE No. 3 MANHOLE No. 4 MANHOLE No. 5 (TYP.) 8" SANITARY SEWER Sanitary Sewer Town of Middlesex (U.S. 264A) DB: 1034 PG: 278 PIN: 274400218677 Town of Middlesex Property of (4' I.D.)MANHOLE No. 2(4' I.D.)MANHOLE No. 3Ex. ManholeMANHOLE No. 1 (4' I.D.) (TO BE REPLACED)(4' I.D.)MANHOLE No. 4(4' I.D.)MANHOLE No. 5Ex. Grade Ex . G rade INV. IN: 205.22 (NE) Inv. In: 206.74 (NW) Inv. In: 206.74 (SE) INV. OUT: 205.12 (SW)INV. IN: 205.67INV. OUT: 205.57INV. IN: 207.36INV. OUT: 207.26INV. IN: 209.07INV. OUT: 208.97INV. IN: 210.76INV. OUT: 210.66177° 24' 38" 400.00 LF 8" SDR-35 PVC SANITARY SEWER @0.40% 400.00 LF 8" SDR-35 PVC SANITARY SEWER @0.40% 400.00 LF 8" SDR-35 PVC SANITARY SEWER @0.40% 199.725 Bottom:NAD 8 3 ( 2 0 1 1)SEE SHEET C-2.02MATCH LINE STA. 24+50SANITARY SEWER @0.40% 86.51 LF 8" SDR-35 PVC INSTALLED BY BORE AND JACK 56 LF 16" STEEL ENCASEMENT 56 LF 8" PVC SANITARY SEWER IN BEG. STA. 10+00 STA. 23+24.59STA. 19+24.59STA. 15+24.59 STA. 11+24.59 RIM: 215.18STA. 11+24.59RIM: 215.73STA. 10+00.00RIM: 215.11STA. 10+38.08RIM: 218.02STA. 15+24.59RIM: 218.70STA. 19+24.59RIM: 220.72STA. 23+24.59STA. 10+38.08 91° 30' 51" PP PP(2) TPedPP w/GuysPost Warning TPedNLSNLSNLSNLS24"Oak 12" Oak 18" Pine20" OakBore "B-7" WV 6" Water Line (Apprx. Location) PP PP PP (2) WMRipRapPP 10'x40' & LOCATION) BORE PIT (APPRX. SIZE, Fence (Concrete) Pump Station & LOCATION) (APPRX. SIZE, 10'x10' RECEIVING PIT (TO BE REPLACED) MANHOLE No. 1 Inv. Out: 206.24 (SW) Inv. In: 206.74 (NW) Inv. In: 206.74 (SE) Rim: 214.87 Ex. SSMH / 6" Water Line (Apprx. Location)C/L US Hwy 264 AltPath10' Grvl.SEWER @0.40% 38.08 LF 8" SDR-35 SANITARY PIPE BY BORE AND JACK IN 56 LF 16" STEEL ENCASEMENT PROVIDE 56 LF 8" PVC SANITARY SEWER INV.: 205.12 (CORE DRILL) Inv. In: 206.12 Rim: 216.41 Ex. Wet Well Inv. In: 206.12INTO PLUG/GROUT WetwellPipe Ex. x"Ex. Wetwell (TO BE CORE DRILLED)NOTE: 1. Utility Poles Wetwell .OF 5' SEPARATION FROM SANITARY SEWER TO BE INSTALLED TO MAINTAIN A MINIMUM WITH THE TOWN OF MIDDLESEX. BYPASS PUMPING ARRANGEMENTS SHALL BE COORDINATED CONNECTION IS INSTALLED.WHILE MANHOLE No. 1 AND CONTRACTOR SHALL PROVIDE TEMPORARY BAYPASS PUMPING 2. 4" Force Main (Apprx. Location) 4" Force Main (Apprx. Location) Telephone Cable (Apprx. Location) Telephone Cable (Apprx. Location) PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUETCETCE TCETCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE PUE/RW PUE/RW PUE/RW PUE/RW PUE/RW PUE/RW PUE/RW PUE/RW PUE/RW TCE-07A (xx ACRES) PUE-07A (xx ACRES)20'25'30' HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:50 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_02.dgn8/23/2019jharrisC-2.02DGM EBM DGM AUGUST 2019 190 195 200 205 210 215 220 225 230 SEE SHEET C-2.03MATCH LINE STA. 38+50235 190 195 200 205 210 215 220 225 230 235 C-2.02US 264 AltPl aner Mill Rd. (U.S. 264A) DB: 1517 PG: 673 PIN: 274400222206 Harris Sales Corp Property of (off U.S. 264A) DB: 2502 PG: 158 PIN: 274400231074 Bobby Exum Ike & Norm Ptnshp ET AL Property of (off Baines Ln.) DB: 2431 PG: 838 PIN: 274400132285 Whitmore, Ella Silver Property of (off Baines Ln.) DB: 2431 PG: 838 PIN: 274400135257 Silver, James E. & Jennie Property of 6" Water Line (Apprx. Location)R/W R/WR /W(U.S. 264A) DB: 1398 PG: 815 PIN: 274400110941 Lewis, Joseph Isaac Property of (8171 Planer Mill Rd.) DB: 978 PG: 85 PIN: 274400116843 Eaton Aeroquip LLC Property of 210° 30' 16" MANHOLE No. 7 MANHOLE No. 6 195° 42' 43" MANHOLE No. 8 Wetlands Wetlands 180° 00' 54" MANHOLE No. 9 Ex. Grade Wetlands Wetlands (TYP.) 8" SANITARY SEWER Ex. Grade INV. IN: 212.34INV. OUT: 212.24INV. IN: 213.18INV. OUT: 213.08INV. IN: 214.43INV. OUT: 214.33INV. IN: 216.34INV. OUT: 216.14(4' I.D. WATERTIGHT)MANHOLE No. 9(4' I.D.)MANHOLE No. 6(4' I.D. WATERTIGHT)MANHOLE No. 7(4' I.D. WATERTIGHT)MANHOLE No. 8STA. 24+50 to 38+508" SANITARY SEWER166° 19' 47" MANHOLE No. 10 (4' I.D.)MANHOLE No. 10INV. IN: 217.93INV. OUT: 217.73EIP EIPNLSNLSNLSNLSPUE-07A (VARIED WIDTH) 289.14 LF 8" D.I. SANITARY SEWER @0.40% 425.00 LF 8" D.I. SANITARY SEWER @0.40% 198.85 LF 8" SDR-35 PVC SANITARY SEWER @0.70% 183.71 LF 8" SDR-35 PVC SANITARY SEWER @0.40% 369.50 LF 8" SDR-35 PVC SANITARY SEWER @0.40% SEE SHEET C-2.01 MATCH LINE STA. 24+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 STA. 37+90.78 STA. 35+91.94 STA. 31+66.93 STA. 28+77.79 STA. 26+94.09 RIM: 221.64STA. 26+94.09RIM: 221.70STA. 28+77.79RIM: 219.27STA. 31+66.93RIM: 222.64STA. 35+91.94RIM: 227.88STA. 37+90.78N AD 83 (2011) CP: #121 209° 15' 41" Path 8'W Soil E: 2241461.95 N: 743520.97 CP: #121 Telephone Cable (Apprx. Location)Telephone Cable (Apprx. Location)PUE PUE PU E PU E PU E PUEPUEPUEPUETCE TCE TCE TCE TC E TCE TC E TCETCETCEPUE/PLPUE/PLPUE/PLPUEPU E PU E PUE PUE PUE PUE PUE/RW PU E/R WP UE /RWPUE/PLPUE/PLPUE PUE PU E PUE PU E PU E TCE TCETCETCETCETCEPUE/PLPUE/PLPUE/PLPUEPUEPUEPUEPUEPUETCE-08A (xx ACRE) TCE-07A (xx ACRES) PUE-07A (xx ACRES)5'15'10'20'20'10'10'20'PUE-08A (xx ACRE) TCE-08B (xx ACRE) PUE-09A (xx ACRE) TCE-09A (xx ACRE) TCE TCE HORZ.: 1" = 50' VERT.: 1" = 5' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSSCALE: 1" = 50' 50'25'0 50'100'150'NORTH CAROLINA2511-DLFINAL DRAWINGFOR REVIEW PURPOSES ONLYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHMIDDLESEX9:27:51 AM50.0000 ' / in.pdf2016v2.pltcfgT:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_02.dgn8/23/2019jharrisC-2.03DGM EBM DGM AUGUST 2019N 38+00 200 205 210 215 220 225 230 39+00 40+00 41+00 42+00 43+0037+00 235 200 205 210 215 220 225 230 235 240 240 245 245 INV. OUT: 221.70C-2.03Middlesex Corporate Pkwy.(Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (8000 Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400146133 Nash County Property of SSCO Pond R/WR/WR/WR/WShell Building MANHOLE No. 11 Ex. Grade EIP NLSNLSNLSSTA. 38+50to 41+78.578" SANITARY SEWERSEE SHEET C-2.02MATCH LINE STA. 38+5041+78.57 END STATION 387.79 LF 8" SANITARY SEWER @0.97%(4' I.D)MANHOLE No. 11RIM: 233.50STA. 41+78.57NAD 83 (2011) CP: #120 DI E: 2241703.50 N: 744347.36 CP: #120 FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.018/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:27:52 AMpdf2016v2.pltcfg0.0833 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019 SPECIAL SILT FENCE SSF EROSION CONTROL LEGEND SILT FENCE OUTLET SILT FENCE COIR WATTLE WITH PAM LIMITS OF DISTURBANCE LOD GRAVEL BAG CURB INLET PROTECTION DEWATERING SILT BAG ROCK PIPE INLET TYPE "A" ROCK INLET SEDIMENT TRAP TYPE "C" TREE PROTECTION FENCE TPF NCDOT SOIL STABILIZATION GUIDELINES PERMITTING OF LAND DISTURBING ACTIVITY SELF-INSPECTION REQUIREMENTS SEEDING SCHEDULE LIMITS OF DISTURBANCE: 14.34 ACRES ROCK CHECK DAM EROSION CONTROL NOTES SHEETC-3.01 FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.028/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:27:57 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM SCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019 F F F F F F F F F F F F F F C F F F F F F F F F 208209210210211211212212 213 213214 214214214 215215215 215215 215 215 215 215215216216 217217 218218218 FES24"FES 24" N N 02EXEX10+00 11+00 12+00 13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00NAD 8 3 ( 2 0 1 1 ) LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD (Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 273400953961 Nash Hospitals Inc. Property of (N. Nash St.) DB: 1601 PG: 81 PIN: 273400841474U Bissette, Bobby R. Property of (Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (off N. Nash St.) DB: 2458 PG: 557 PIN: 273400956836 Nash Hospitals Inc. Property of (off U.S. 264A) DB: 2458 PG: 553 PIN: 273400958835 Nash Hospitals Inc. Property of (off N. Nash St.) DB: 2458 PG: 549 PIN: 273400959839 Nash Hospitals Inc. Property of (South NC 231) DB: 2458 PG: 565 PIN: 273400051828 Nash Hospitals Inc. Property of 3'x4' FOHHRi pRa pI nv: 201.5436" Tr e e 30" Oa k30" RCPW o o d s 24" Tr e e Woods Woods Woods FH/WVNLS NLS NLS NLS NLS NLS NLS NLS NLSN. Nash St..ywkP et ar opro C xeselddi M SSCOSSCO(2) SSCOAsphalt 2 4 " R C P 24" RCP15" RCP Inv.: 207.21 (FES)Pkwy.) (Middlesex Corporate DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of WoodsINV. OUT: 209.02 (24") INV. IN: 209.12 (24") INV. IN: 209.87 (15") RIM: 213.05 SD-02 CB INV. OUT: 208.52 (24") INV. IN: 208.62 (24") RIM: 215.13 SD-01 CB INV.: 210.00 24" RCP w/ 12" CPP 15' Soil Dr. Inv. Out: 207.26 Inv. In: 207.34 Inv. In: 207.38 Top: 211.02 CB #1020 Inv.: 209.26 Top: 212.84 CB #1174 Inv: 210.84 18" CPP (TO BE REMOVED) Inv.: 211.23 18" CPP (TO BE REMOVED) 8" Water Line STATION 18+06.00 BEGIN CURB & GUTTER Inv. Out: 205.71 Top: 216.55 CB #1163 Entrance Sign 24" RCP (TO BE REMOVED) Bore "B-1"R/WR/W R /W18" RCP FenceREMOVE Gate PostREMOVE Gate PostREMOVE Gravel "Sales Road" Ex. 8" Water Line CONNECT TO 8" WATER LINE PLUG, RESTRAIN AND , REMOVE CONTRACTOR TO LOCATE (5' OFF BOC, TYP.) 8" PVC WATER LINE NOTES: OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM1. R/W R/W R/WR /W (TYP.) CUT / FILL LINE (TYP.) CUT / FILL LINE INV.: 207.33 Inv.: 206.73 (FES) TCE-02A (xx ACRE) PDE-02A (xx ACRE) TCE-02B (xx ACRE) PDE-01A (xx ACRE) TCE-03A (xx ACRE) (xx ACRE) TCE-01C PDE-01B (xx ACRE) TCE-01A (xx ACRES) (xx ACRES)TCE-01B TCE-01D (xx ACRE)TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE PDEPDEPDEWV F F C F F F C F C F C F C F C F C F C F C F C F F F F F FFFCFFFFFC FFFF F F F F F F F F F F C F C F 24+00 25+00 26+00 27+00 28+00 29+00 3 0+ 0 0 31+0032+0033+0034+003 5+ 0 0 36+00 37+00 38+0024+0025+0026+0027+0028+0029+0030+0031+00PRC STA. 31+92.1232+0033+0034+0035+0036+0037+0038+00200.1675200.16751931 9 41 9 51961 9 6 196 196 1971 9 7 1971971981 9 8 1981981991991991992 0 02002002002002 0 0 2012012012022022 0 2202203203204 204205205 205205206 206207 207207208208209209210210210 210 210211212213214215 215215 215216 216216217217217 217 218218218 219219 22022022022122222322422524+00 25+00 26+00 27+00 28+00 29+00 3 0+ 0 0 31+0032+0033+0034+003 5+ 0 0 36+00 37+00 38+00 N A D 83 (2011) C-3.02EROSION CONTROL - STA. 10+00 to 38+00MIDDLESEX CORPORATE PARKWAYBook 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement LOD LOD LOD LOD LODLOD LOD L O D LODLOD LOD LOD LOD LOD LODL O D LOD LO D LODLODL O D LOD LOD LODLOD LOD LOD LOD Property of Nash Hospitals Inc. PIN: 274400041901 DB: 2392 PG: 776 (Middlesex Corporate Prkwy.) Property of Nash Hospitals Inc. PIN: 274400041901 DB: 2392 PG: 776 (Middlesex Corporate Prkwy.) Property of Nash County PIN: 274400146753 DB: 2480 PG: 456 (off Baines Ln.) Property of Nash County PIN: 274400146133 DB: 2480 PG: 268 (8000 Middlesex Corporate Pkwy.) Pond Woods Woods Woods Woods Woods Woods 24" CPPRiparian Buffer - Zone 1Riparian Buffer - Zone 2NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS NLS Rock Check DamTO BTOBCreekCreekCURB & GUTTER OverflowRipRap15" RCP 15" RCP 15" RCP15" RCP 15" R C P252 L F 8" FU S IB L E PV C W A T E R L IN E B Y D IR E C T IO N A L D R IL L 15" R C P15" R C P15" RCPInv.: 205.03 (FES)18" RCP 1 5 " RC P 24" RCP18" RCP 18" RCPBEGIN DIRECTIONAL DRILLSTA. 33+04.31 (@ C/L RDWY)END DIRECTIONAL DRILLSTA. 35+60.82 (@ C/L RDWY)INV. OUT: 211.63 RIM: 214.80 SD-04 CB INV. OUT: 195.73 (18") INV. IN: 195.98 (15") INV. IN: 195.98 (15") RIM: 202.14 SD-05 CB INV. OUT: 198.31 (15") INV. IN: 198.41 (15") RIM: 201.59 SD-06 CB INV. OUT: 201.19 (15") INV. IN: 201.29 (15") RIM: 204.49 SD-07 CB INV. OUT: 206.24 (15") INV. IN: 206.34 (15") RIM: 209.52 SD-08 CB INV. OUT: 210.26 (15") INV. IN: 210.36 (15") RIM: 213.53 SD-09 CB INV. OUT: 212.87 RIM: 216.04 SD-10 CB INV. OUT: 198.30 (18") INV. IN: 198.40 (18") RIM: 201.83 SD-15 CB 50 LF 8" RJDIP INV. OUT: 195.27 (24") INV. IN: 195.77 (18") INV. IN: 196.02 (15") RIM: 200.40 SD-13 CB INV.: 195.05 SPREADERLEVEL INV. OUT: 196.66 RIM: 199.84 SD-23 CB INV. OUT: 196.54 RIM: 199.71 SD-12 CB INV. OUT: 198.30 (18") INV. IN: 198.40 (18") RIM: 201.83 SD-14 CB INV. OUT: 196.24 (15") INV. IN: 196.34 (15") RIM: 201.89 SD-11 CB INV.: 195.50 SPREADERLEVEL 50 LF 8" RJDIP INV. OUT: 210.31 (15") INV. IN: 210.41 (15") RIM: 213.58 SD-03 CB & BOX 8" GATE VALVE We t l a nds Riparian Buffer - Zone 1Riparian Buffer - Zone 1Riparian Buffer - Zone 1Riparian Buffer - Zone 2Riparian BufferZone 1Zone 2Riparian Buffer NLS NLS NOTE: 12" CPP BE REMOVED) (TO 12" CPP (TO BE REMOVED) 12" CPP (TO BE REMOVED) 12" CPP (TO BE REMOVED) P U E P U E P U E P U E Bore "B-2" Contractor Shall Exercise Caution when Excavating and Installing New Catch Basins SD-12 & SD-23 Located Near the Existing 120 Inch Dia. Culvert Headwall/Wingwalls to Avoid Any Impact to Existing ¾”Diameter Galvanized Steel Tie Back Rods with Dead Man Anchor Plates which Extend Back Approximately 12.5’ per Drawings by Weatherill Engineering Dated 3/16/2010.120" Alum.w/ Hdwll & Wngwlls 120" Alum. Pipe, Inv.: 188.10 Gravel "Sales Road" TO FIELD VERIFY)CONTRACTOR (INSTALLATION AT HIGHPOINT, AIR RELEASE VALVE IN MANHOLE (5' OFF BOC, TYP.) 8" PVC WATER LINE (5' OFF BOC, TYP.) 8" PVC WATER LINE NOTES: WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM OF 5' SEPARATION FROM CATCH BASINS 1. w/ Hdwll & Wngwlls 120" Alum., Inv.: 187.39 R/W R/W R /W R /W W e t l a n d s TOBTOB TCE-01C (ACRES) (ACRES)ETCE-01 PDE-01D (ACRE) PUE-01A (ACRE) TCE-01H (xx ACRE) & BOX 8" GATE VALVE TCE-01G (ACRES) PDE-01C (xx ACRE) TCE-01F (xx ACRE) TCE TCE TCE TCE TCE TCE TCE TCE TCE T C ETCETCETCE TCE TCE TCE TCE TCE TCE TC E TCE TCETCETCEPDETCETCE TC EPDEPDEFIRE HYDRANT 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE SILT FENCE, TYP. PROTECTION, TYP. GRAVEL INLET PROTECTION, TYP. GRAVEL INLET OUTLET, TYP. SILT FENCE OUTLET, TYP. SILT FENCE CONCRETE WASHOUT AREA SEE SHEET C-3.03MATCH LINE STA. 38+00SEE BELOWMATCH LINE STA. 24+00SEE ABOVEMATCH LINE STA. 24+00ROCK PIPE INLET "A" (TYP.) UNTIL THE PERMANENT DRAINAGE IS INSTALLED FOUR 12" CPP SLOPE DRAINS WILL REMAIN (Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of SEE SHEET C-3.07 FOR ENLARGED PLAN FROM THE ROADWAY AWAYEXISTING OUTLET RELOCATE THE END OF TYP. SILT FENCE, FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.038/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:28:02 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM SCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019 C F C F C F C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F 210 210211212213214215 215 216 217 218218 219219 220220220 221222 22 3 2242252262272 2 8 228 2 2 9 229230230 2302 3 1 231 231232232 232 232232 233233233234234 235 235235235236236236 236 236237 NN N 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 N A D 83 (2011) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLOD(8000 Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400146133 Nash County Property of (off Baines Ln.) DB: 2480 PG: 456 PIN: 274400146753 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (off Quincy St. & U.S. 264A) DB: 2434 PG: 782 PIN: 274400243209 Nash County Property of SSCO Pond NLS NLS NLS NLS NLS NLS NLS NLS NLS 30" RCP 30" RCP w/ 30" RCPGravel Dr.Woods Woods Woods Woods Shell Building 15" RCP 15" RCP 15" RCP8"x12" REDUCER C/L ROADWAY (FES)30" RCP STATION 48+06.00 END CURB & GUTTER INV. OUT: 221.57 RIM: 224.74 SD-22 CB INV. OUT: 220.27 (15") INV. IN: 220.37 (15") RIM: 224.72 SD-21 CB INV. OUT: 205.51 (18") INV. IN: 205.76 (15") RIM: 208.93 SD-16 CB INV. OUT: 208.35 (15") INV. IN: 208.45 (15") RIM: 212.63 SD-17 CB INV. OUT: 209.65 (15") INV. IN: 209.75 (15") RIM: 212.92 SD-18 CB Inv.: 220.92 Inv.: 220.92 Top: 226.24 DI Inv.: 211.36 Inv.: 211.36 Top: 216.74 DI Inv.: 217.74 Inv.: 217.74 Top: 223.25 DI GRAVELINV. OUT: 214.90 (15") RIM: 218.08 SD-20 CB INV. OUT: 213.60 (15") INV. IN (SE): 213.70 (15") INV. IN (NE): 213.70 (15") RIM: 218.08 SD-19 CB Bore "B-3"15" RCP15" RCPNLS EIPNLS 30'R 30'R40'R40'R PT STA. 38+46.61Gravel "Sales Road" 60'R (BASE BID) 20' W. (MIN.) x 150' L. (MIN.) TEMP. TRUCK TURN AROUND PROVIDE 8" of CABC FOR STA. 48+06 TO 49+91 CONTRACTOR TO FIELD VERIFY) (INSTALLATION AT HIGHPOINT, AIR RELEASE VALVE IN MANHOLE (5' OFF BOC, TYP.) 8" PVC WATER LINE TYP.) (5' OFF FUTURE BOC, 12" WATER LINECONSTRUCTION PRIOR TO ROADWAY LEG BY OPEN CUTTING INSTALL 6" HYDRANT NOTES: OF 5' SEPARATION FROM CATCH BASINS WATER LINE TO BE INSTALLED TO MAINTAIN A MINIMUM1. R/W R/W R/W R/W END CURB & GUTTER AT RIGHT-OF-WAY (TYP.) (SEE DETAIL 10 / C-5.04) (BASE BID LOCATION) WOVEN WIRE FENCE w/ GATES (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING (PLUG EACH END) FOR FUTURE WATER SERVICE 64 LF of 12" STEEL CASING CUT / FILL LINE (TYP.) CUT / FILL LINE (TYP.) 50'R FIRE HYDRANT 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE N 260'-0"150'-0"52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 N A D 83 (2011) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LODLOD LODLODLODLODLOD LOD LODLODLOD LOD LOD LOD(off Quincy St. & U.S. 264A) DB: 2434 PG: 782 PIN: 274400243209 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2480 PG: 268 PIN: 274400138855 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of Woods Woods Woods NLS EIPEIP24" RCPInv.: 223.83 (FES)Inv.: 224.25 (FES)C/L FUTURE ROADWAY LOD/RW LOD/RW4" PineSoil Drive(3) 12" GATE VALVE & BOX (1) 12"x12" TEE 2" Pine (TO BE REMOVED) Bore "T-2" Bore "T-1" Bore "B-4" BY OTHERS PHASE A - CONTRACT 2) (BEGINELEVATED TANK 12" CPP Gravel "Sales Road" TYP.) (5' OFF FUTURE BOC, 12" PVC WATER LINE AND CAP COLLAROUT, THRUST 10 LF 12" STUBPROVIDE 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT 24" RCP (USE CONDITION 2) (ALTERNATE BID) TEMP. TRUCK TURN AROUND R/W R/W R/W R/W (SEE DETAIL 10 / C-5.04) (ALTERNATE BID LOCATION) WOVEN WIRE FENCE w/ GATES (SEE SHEET C-3.03) AREA LAYDOWN AND STOCKPILE CONTRACTOR Field Agricultural Field Agricultural 6" HYDRANT VALVE 8" GATE VALVE & BOX 8"x6" TEE CONSTRUCTION PRIOR TO ROADWAY LEG BY OPEN CUTTING INSTALL 6" HYDRANT C-3.03EROSION CONTROL STA. 38+00 to 66+00MIDDLESEX CORPORATE PARKWAYTYP. PROTECTION, GRAVEL INLET SILT FENCE, TYP. WATTLE, TYP.SEE SHEET C-3.02MATCH LINE STA. 38+00SEE BELOWMATCH LINE STA. 52+00SEE ABOVEMATCH LINE STA. 52+00SEE SHEET C-3.04MATCH LINE STA. 66+00TYP. SILT FENCE, OUTLET, TYP. SILT FENCE FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.048/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:28:05 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM SCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+ 00 77+0078+0079+0080 + 00 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLODLODLODLODLODLODLO D LOD LOD LODLODLODLODLOD LOD LODLODLOD (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (Middlesex Corporate Pkwy.) DB: 2236 PG: 219 PIN: 274400343077 Nash County Property of (off U.S. 264A) DB: 2236 PG: 222 PIN: 274400447291 Nash County Property of (off U.S. 264A) DB: 2236 PG: 222 PIN: 274400447291 Nash County Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property ofWoodsWoodsInv.: 223.18Inv.: 224.0224" RCPInv.: 224.95WoodsRipRap30" PineRipRap2" Pine2" Tree4" Pine4" Pine4" Tree2" Pine4" Pine4" TreeInv.: 226.1330" RCPR/ W R /W C/L FUTURE ROADWAY RipRap12" GATE VALVE & BOX Gravel "Sales Road" TYP.) (5' OFF FUTURE BOC, 12" PVC WATER LINE (SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT 30" RCP (USE CONDITION 2) 24" RCP (USE CONDITION 2) R/W R/W Field Agricultural Field Agricultural (SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY 12" GATE VALVE & BOX 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+ 00 88+0089+0090+00NAD 83 (2011) N A D 83 (2011) LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LOD LOD LODLOD LOD LOD LOD LOD LOD (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of Woods Woods Woods WoodsRipRapFenceFenceGate PostRipRapNLS4" Pi ne 24" RCP24" RCP(5' OFF FUTURE BOC) 12" WATER LINE R/W R/W NLS YAWDAOR ERUTUF L/C Asphalt Pavement Inv.: 206.923 (24") Inv.: 206.99 (24") Top: 211.83 CB Inv.: 212.43 (24") Top: 217.28 CBGatep ostBore "B-5"R/ W R/ W Gatepost Woods Gravel "Sales Road" 1. NOTES: ENGINEER PRIOR TO CONSTRUCTION ALONG FUTURE ROADWAY SECTION WITH OWNER AND CONTRACTOR SHALL CONFIRM WATER LINE ALIGNMENT Ex. BOC)3' OFF (TRANSITION TO 12" WATER LINE (SEE DETAIL 1/C-5.01) FIRE HYDRANT ASSEMBLY & BOX 12" GATE VALVE C-3.04EROSION CONTROL STA. 66+00 to 90+00MIDDLESEX CORPORATE PARKWAYWATTLE, TYP. SILT FENCE, TYP. SILT FENCE, TYP. WATTLE, TYP.SEE SHEET C-3.03MATCH LINE STA. 66+00SEE BELOWMATCH LINE STA. 80+00AT C/L FUTURE ROADWAYEQUALITY STATION 90+00AT WATER LINE ALIGMENTEQUALITY STATION 100+00S E E ABOVEMATCH LI NE S T A. 8 0 + 0 0 ENTRANCE (SEE DETAIL C-05.03) TEMPORARY CONSTRUCTION FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.058/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:28:06 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM SCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019SS100+00101+00102+00103+00104+00105+00 106+00 107+00 108+00 109+00 110+00 111+00NAD 8 3 ( 2 0 1 1)LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD LODLODLODLOD24" RCP24" RCP R/W(10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property of Woods Wetlands (Middlesex Corporate Pkwy.) DB: 1517 PG: 673 PIN: 274400510299U Harris Sales Corp. Property of Wetlands (10025 U.S. 264A) DB: - PG: - PIN: 274400316063 IKEX Inc Property ofPP w/GuyPPPPWMShbShbLdscpSignFHPPNLSPPPPPPNLSNLSSign/LdscpSignWoods Wetlands WoodsPP 6" Water Line (Apprx. Location) US Hwy 264 Alt (100' NCDOT Maintained R/W ) AT C/L FUTURE ROADWAY EQUALITY STATION 90+00 Wetlands WetlandsPP/TransPP/TransPP/TransDIRECTIONAL DRILLING213 LF 12" FUSIBLE PVC BYInv: 198.89 Inv: 198.14 Inv: 197.97 (PERENNIAL) STREAM CROSSING "B" 36" RCP 30" RCP 36" RCP Telephone Cable (Apprx. Location) (3) Telephone Cables (Apprx. Location) Telephone Cable (Apprx. Location) (2) Telephone Cables (Apprx. Location) RipRap RipRap PUEPU E12"-45° BEND 12" GATE VALVE & BOX 12"x6" TEE Water Line Ex. 6" CONNECT NEW 6" WATER LINE) , REMOVE CAP AND (CONTRACTOR TO LOCATE 12"-45° BEND 12"-45° BEND 12" GATE VALVE & BOX 50 LF R.J.D.I.P. 2" BLOW OFF ASSEMBLY COLLAR AND CAP USING STUB OUT, THRUST PROVIDE 10 LF 12" 12"-45° BEND 12"-45° BEND TCETCE PUEPUETCETCEDRILL, STA. 101+33 BEGIN DIRECTIONAL DRILL, STA. 103+46 END DIRECTIONAL Bore "B-6"R/WR/W R/W R/W R/WSign (2) Telephone Cables (Apprx. Location) 6" GATE VALVE & BOX & BOX 12" GATE VALVE 56 LF R.J.D.I.P. Rim: 213.68 SSMH SSMH (20'-21' OFF EOP, TYP.) 12" PVC WATER LINE Ex. BOC)(3' OFF 12" PVC WATER LINE PUE-05A (xx ACRE) PUE-06A (xx ACRE) PUE-06B (xx ACRE) TCE-06A (xx ACRE) TCE-05A (xx ACRE) CP: #8 CP: #10 AT WATER LINE ALIGNMENT EQUALITY STATION 100+00 ACCESS DURING CONSTRUCTION CONDITION AND MAINTAIN TO RESTORE DRIVEWAY TO Ex. BY OPEN CUTTING. CONTRACTOR INSTALL 12" PVC WATER LINE DI18" RCP15" CPPSTTSSTSSR/W R/W R/WR/W Property of Harris Sales Corp PIN: 274400222206 DB: 1517 PG: 673 (U.S. 264A) Inv. Out: 207.21 (SE) Inv. In: 207.31 (NW) Rim: 217.11 SSMH #2 6" Water Line (Apprx. Location) US 264 Alt Wetlands Wetlands Inv. Out: 208.37 (SE) Inv. In: 208.36 (NW) Rim: 217.22 SSMH #3 Inv. Out: 209.92 (SE) Inv. In: 210.00 (NW) Inv. In: 210.32 (W) Rim: 219.58 SSMH #4 Inv. Out: 211.17 (SE) Rim: 218.94 SSMH #5 Property of IKEX Inc PIN: 274400316063 DB: - PG: - (10025 U.S. 264A) Property of Harris Sales Corp. PIN: 274400510299U DB: 1517 PG: 673 (Middlesex Corporate Pkwy.) Property of IKEX Inc PIN: 274400316063 DB: - PG: - (10025 U.S. 264A) Property of 3376 Coshatte LLC PIN: 274400216464 DB: 2981 PG: 286 (10135 U.S. 264A) Property of Dal-Bridge NC Partners LP PIN: 274400213593 DB: 2982 PG: 1 (10235 U.S. 264A) Property of Eaton Aeroquip LLC PIN: 274400116843 DB: 978 PG: 85 (8171 Planer Mill Rd.) 90° 46' 16" 179° 11' 23"180° 08' 34" MANHOLE No. 2 MANHOLE No. 3 MANHOLE No. 4 MANHOLE No. 5 (TYP.) 8" SANITARY SEWER Sanitary Sewer Town of Middlesex (U.S. 264A) DB: 1034 PG: 278 PIN: 274400218677 Town of Middlesex Property of 177° 24' 38"NAD 8 3 ( 2 0 1 1) BEG. STA. 10+00 STA. 23+24.59STA. 19+24.59STA. 15+24.59 STA. 11+24.59 STA. 10+38.08 91° 30' 51" PP PP(2) TPedPP w/GuysWarning Post TPedNLSNLSNLSNLS24"Oak 12" Oak 18" Pine20" OakBore "B-7" WV 6" Water Line (Apprx. Location) PP PP PP (2) WMRipRapPP 10'x40' & LOCATION) BORE PIT (APPRX. SIZE, Fence (Concrete) Pump Station & LOCATION) (APPRX. SIZE, 10'x10' RECEIVING PIT (TO BE REPLACED) MANHOLE No. 1 Inv. Out: 206.24 (SW) Inv. In: 206.74 (NW) Inv. In: 206.74 (SE) Rim: 214.87 Ex. SSMH / 10' Grvl.PathPIPE BY BORE AND JACK IN 56 LF 16" STEEL ENCASEMENT PROVIDE 56 LF 8" PVC SANITARY SEWER Inv. In: 206.12 Rim: 216.41 Ex. Wet Well INV.: 205.12 (CORE DRILL) NOTE: 1.CONTRACTOR SHALL PROVIDE TEMPORARY BAYPASS PUMPING WHILE MANHOLE No. 1 AND Wetwell CONNECTION IS INSTALLED. BYPASS PUMPING ARRANGEMENTS SHALL BE COORDINATED WITH THE TOWN OF MIDDLESEX. SANITARY SEWER TO BE INSTALLED TO MAINTAIN A MINIMUM OF 5' SEPARATION FROM Utility Poles 2. 4" Force Main (Apprx. Location) 4" Force Main (Apprx. Location) Telephone Cable (Apprx. Location) Telephone Cable (Apprx. Location) LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD C-3.05 GRAVITY SEWER: STA. 10+00 TO 24+50WATER LINE: STA. 100+00 to 111+12 +/- EROSION CONTROLMIDDLESEX CORPORATE PKWY. / US HWY 264 ALTTYP. SILT FENCE, TYP. SILT FENCE, SILT FENCE, TYP.SEE SHEET C-3.06MATCH LINE STA. 24+50 FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.068/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:28:08 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM SCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' VERT.: 1" = 5' AUGUST 2019US 264 AltPl aner Mill Rd. Property of Harris Sales Corp PIN: 274400222206 DB: 1517 PG: 673 (U.S. 264A) Property of Bobby Exum Ike & Norm Ptnshp ET AL PIN: 274400231074 DB: 2502 PG: 158 (off U.S. 264A) Property of Whitmore, Ella Silver PIN: 274400132285 DB: 2431 PG: 838 (off Baines Ln.) Property of Silver, James E. & Jennie PIN: 274400135257 DB: 2431 PG: 838 (off Baines Ln.) 6" Water Line (Apprx. Location)R/W R/WR /WProperty of Lewis, Joseph Isaac PIN: 274400110941 DB: 1398 PG: 815 (U.S. 264A) Property of Eaton Aeroquip LLC PIN: 274400116843 DB: 978 PG: 85 (8171 Planer Mill Rd.) 210° 30' 16" MANHOLE No. 7 MANHOLE No. 6 195° 42' 43" MANHOLE No. 8 Wetlands Wetlands 180° 00' 54" MANHOLE No. 9 Wetlands Wetlands (TYP.) 8" SANITARY SEWER 166° 19' 47" MANHOLE No. 10 EIP EIPNLSNLSNLSNLSSTA. 37+90.78 STA. 35+91.94 STA. 31+66.93 STA. 28+77.79 STA. 26+94.09 N AD 83 (2011) 209° 15' 41" Path 8'W Soil Telephone Cable (Apprx. Location)Telephone Cable (Apprx. Location)LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODL O D LO D NProperty of Nash County PIN: 274400138855 DB: 2480 PG: 268 (Middlesex Corporate Pkwy.) Property of Nash County PIN: 274400146133 DB: 2480 PG: 268 (8000 Middlesex Corporate Pkwy.) SSCO Pond R/WR/WR/WShell Building MANHOLE No. 11 EIP NLSNLSNLSEND STATION 41+78.57 NAD 83 (2011) DI LOD LOD LOD LOD LOD LODLODGRAVITY SEWER: STA. 24+50 TO 41+78.57EROSION CONTROLUS HWY 264 ALT / CROSS COUNTRYC-3.06 TYP. SILT FENCE, TYP. SILT FENCE, SEE SHEET C-3.05 MATCH LINE STA. 24+50 SEE BELOWMATCH LINE STA. 38+50SEE ABOVEMATCH LINE STA. 38+50 FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-3.078/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_03.dgn9:28:09 AMpdf2016v2.pltcfg20.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM ISB/EBM LVL/DGM AUGUST 2019FFFFFCFFFF F F F F F F F F F 1931 9 4 1 9 51961 9 6 196 196 197197 1971971981 9 8 1981981991991991992 0 02002002002002 0 0 2012012012022022 0 22022 0 3 203204 20420520532+0033+0034+003 5+ 0 0 36+00LOD LOD LOD LOD LOD L O D LOD LO D LODLOD Woods Woods Riparian Buffer - Zone 1Riparian Buffer - Zone 2NLS NLS NLS NLS NLS TOBTOBCreek Cr eekRipRap15" RCP15" R C P15" R C P15" RCP18" RCP 1 5 " RC P 24" RCP18" RCP INV. OUT: 195.73 (18") INV. IN: 195.98 (15") INV. IN: 195.98 (15") RIM: 202.14 SD-05 CB INV. OUT: 198.31 (15") INV. IN: 198.41 (15") RIM: 201.59 SD-06 CB 50 LF 8" RJDIP INV. OUT: 195.27 (24") INV. IN: 195.77 (18") INV. IN: 196.02 (15") RIM: 200.40 SD-13 CB INV.: 195.05 SPREADERLEVEL INV. OUT: 196.66 RIM: 199.84 SD-23 CB INV. OUT: 196.54 RIM: 199.71 SD-12 CB INV. OUT: 198.30 (18") INV. IN: 198.40 (18") RIM: 201.83 SD-14 CB INV. OUT: 196.24 (15") INV. IN: 196.34 (15") RIM: 201.89 SD-11 CB INV.: 195.50 SPREADERLEVEL 50 LF 8" RJDIP & BOX 8" GATE VALVE We t l a nds Riparian Buffer - Zone 1Riparian Buffer - Zone 1 Riparian Buffer - Zone 1Riparian Buffer - Zone 2Riparian BufferZone 1Zone 2Riparian Buffer NLS NLS 12" CPP BE REMOVED) (TO 12" CPP (TO BE REMOVED) 12" CPP (TO BE REMOVED) (TO BE REMOVED) P U E P U E P U E PU E Bore "B-2"120" Alum.w/ Hdwll & Wngwlls 120" Alum. Pipe, Inv.: 188.10 w/ Hdwll & Wngwlls 120" Alum., Inv.: 187.39 R /W R /W W e t l a n d s TOBTOB PDE-01D (ACRE) PUE-01A (ACRE) TCE-01H (xx ACRE) & BOX 8" GATE VALVE TCE-01G (ACRES) PDE-01C (xx ACRE) TCE-01F (xx ACRE)TCETCETCETCE TCEPDETCETCE TC EPDEPDE1931 9 4 1 9 51961 9 6 196 196 1971 9 7 1971971981 9 8 1981981991991991992 0 02002002002002 0 0 2012012012022022 022022 0 3 203204 204205205N A D 83 (2011) SCALE: 1" = 20' 20'10'0 20'40'60' Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement C-3.07ENLARGED PLANCULVERT EROSION CONTROLROCK PIPE INLET "A", TYP UNTIL THE PERMANENT DRAINAGE IS INSTALLED FOUR 12" CPP SLOPE DRAINS WILL REMAIN HORZ.: 1" = 20' ANY WORK OVER THE EXISTING CULVERT CROSSING LOADS FOR ALUMNIMUM PIPES BEFORE STARTING SEE DETAIL 4 ON SHEET C-5.04 FOR CONSTRUCTION OUTLET, TYP. SILT FENCE SILT FENCE, TYP. DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-38/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:11 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019R/WR/W213.883:13:1 -2.00 %+1.98 %BOC = 214.69BOC = 213.90R/WR/W+2.00 % +2.00 %214.343:1 3:1-0.18 %-2.00 %BOC = 214.36BOC = 214.79R/WR/W+2.00 % +2.00 %214.803:13:1 -1.63 %-2.00 %BOC = 214.90BOC = 214.82R/WR/W+2.00 %+2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 230 230 18+00.00 210 210 220 220 230 230 18+50.00 210 210 220 220 230 230 19+00.00 210 210 220 220 230 230 19+50.00 -A-STA. 18+00 TO STA. 19+50CROSS-SECTIONSC-4.01 Ex. Grade (Typ.) 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-48/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:12 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019215.143:13:1 -2.00 %-2.00 %BOC = 215.16BOC = 215.16R/WR/W+2.00 %+2.00 %215.223:13:1 -2.00 %-0.68 %BOC = 215.24BOC = 215.50R/WR/W+2.00 %+2.00 %215.04+1.11 %-2.00 %BOC = 215.06BOC = 215.68R/WR/W+2.00 % +2.00 %214.73+2.90 %-2.90 %3:1 BOC = 214.57BOC = 215.733:1R/WR/W+2.00 % +2.00 %214.423:1 BOC = 213.90BOC = 215.78+4.70 % -4.70 %3:1R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 230 230 20+00.00 210 210 220 220 230 230 20+50.00 210 210 220 220 230 230 21+00.00 210 210 220 220 230 230 21+50.00 210 210 220 220 22+00.00 -A- C-4.02STA. 20+00 TO STA. 22+00CROSS SECTIONS0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-58/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:13 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' AUGUST 2019214.20+5.20 % -5.20 %3:1 BOC = 213.58BOC = 215.663:1R/WR/W+2.00 % +2.00 %214.17+5.20 % -5.20 %3:1 BOC = 213.55BOC = 215.633:1R/WR/W+2.00 % +2.00 %214.30+5.20 % -5.20 %3:1 BOC = 213.68BOC = 215.763:1R/WR/W+2.00 % +2.00 %214.62+5.20 % -5.20 %BOC = 214.00BOC = 216.08R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 22+50.00 210 210 220 220 23+00.00 210 210 220 220 230 230 23+50.00 210 210 220 220 230 230 24+00.00 -A-STA. 22+50 TO STA. 24+00CROSS SECTIONSC-4.03 DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-68/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:14 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' AUGUST 2019215.12+5.20 % -5.20 %BOC = 214.50BOC = 216.58R/WR/W+2.00 % +2.00 %215.79+5.20 % -5.20 %3:1BOC = 217.25BOC = 215.17R/WR/W+2.00 % +2.00 %216.56+5.20 % -5.20 % 3:1 BOC = 215.94BOC = 218.02R/WR/W+2.00 % +2.00 %217.20+5.20 % -5.20 % 3:1 BOC = 216.58BOC = 218.66R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 230 230 24+50.00 210 210 220 220 230 230 25+00.00 220 220 230 230 25+50.00 220 220 230 230 26+00.00 -A-STA. 24+50 TO STA. 26+00CROSS SECTIONSC-4.04 DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-78/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:14 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' AUGUST 2019217.52+5.20 % -5.20 % 3:1 BOC = 216.90BOC = 218.98R/WR/W+2.00 % +2.00 %217.53+5.20 % -5.20 %3:1 BOC = 216.91BOC = 218.99R/WR/W+2.00 % +2.00 %217.23+5.20 % -5.20 %BOC = 216.61BOC = 218.693:1R/WR/W+2.00 % +2.00 %216.61+5.20 % -5.20 %3:1 BOC = 215.99BOC = 218.07R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 220 220 230 230 26+50.00 220 220 230 230 27+00.00 220 220 230 230 27+50.00 220 220 230 230 28+00.00 -A-STA. 26+50 TO STA. 28+00CROSS SECTIONSC-4.05 DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-88/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V.dgn9:28:15 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019215.68+5.20 % -5.20 %3:1 BOC = 215.06BOC = 217.14R/WR/W+2.00 % +2.00 %214.43+5.20 % -5.20 %3:1 BOC = 213.81BOC = 215.893:1R/WR/W+2.00 % +2.00 %212.87+5.20 % -5.20 %BOC = 212.25BOC = 214.333:1R/WR/W+2.00 % +2.00 %211.003:1 BOC = 210.38BOC = 212.463:1R/WR/W+2.00 % +2.00 %209.00BOC = 210.46BOC = 208.383:1 R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 230 230 28+50.00 210 210 220 220 230 230 29+00.00 210 210 220 220 29+50.00 210 210 220 220 30+00.00 200 200 210 210 30+50.00 -A-STA. 28+50 TO STA. 30+50CROSS SECTIONSC-4.06 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 207.00BOC = 208.46BOC = 206.383:1 R/WR/W+2.00 % +2.00 %205.163:1 +4.63 % -4.63 %BOC = 204.65BOC = 206.503:1 R/WR/W+2.00 % +2.00 %203.633:1 +2.84 %-2.84 %BOC = 204.61BOC = 203.483:1R/WR/W+2.00 % +2.00 %202.41+1.04 %-2.00 %BOC = 202.43BOC = 203.043:1R/WR/W+2.00 % +2.00 %201.50-0.75 %-2.00 %BOC = 201.52BOC = 201.772:12:1 R/WR/W+2%+2% DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-18/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:16 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 200 200 210 210 31+00.00 200 200 210 210 31+50.00 200 200 210 210 32+00.00 200 200 210 210 32+50.00 190 190 200 200 210 210 33+00.00 -A-STA. 31+00 TO STA. 33+00CROSS SECTIONSC-4.07 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 200.91-4.20 %+4.20 %BOC = 200.49BOC = 202.172:1R/WR/W+2% +2%200.63-4.20 %+4.20 %BOC = 200.21BOC = 201.892:12:1 R/WR/W+2% +2%200.67-4.20 %+4.20 %BOC = 200.25BOC = 201.932:1 2:1R/WR/W+2% +2%201.01-4.20 %+4.20 %BOC = 202.27BOC = 200.592:1 2:1R/WR/W+2% +2%201.67+4.20 % -4.20 %BOC = 202.93BOC = 201.252:1 2:1R/WR/W+2% +2% DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-28/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:16 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 190 190 200 200 33+50.00 190 190 200 200 34+00.00 190 190 200 200 34+50.00 190 190 200 200 210 210 35+00.00 200 200 210 210 35+50.00 -A-STA. 33+50 TO STA. 35+50CROSS SECTIONSC-4.08 SEE SHEET C-4.16 FOR SECTION THRU CULVERT @ STA. 34+32.60 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-38/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:17 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019202.65+4.20 % -4.20 %BOC = 203.91BOC = 202.233:1R/WR/W+2% +2%203.93-4.20 %+4.20 %BOC = 205.19BOC = 203.513:1R/WR/W+2% +2%205.53-4.20 %+4.20 %BOC = 206.79BOC = 205.113:13:1R/WR/W+2% +2%207.293:1-4.20 %+4.20 %BOC = 208.55BOC = 206.873:1R/WR/W+2.00 % +2.00 % 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 200 200 210 210 36+00.00 200 200 210 210 220 220 36+50.00 200 200 210 210 220 220 37+00.00 210 210 220 220 37+50.00 -A-STA. 36+00 TO STA. 37+50CROSS SECTIONSC-4.09 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 209.04+4.20 % -4.20 %BOC = 210.30BOC = 208.623:13:1R/WR/W+2.00 % +2.00 %210.80-2.40 %+2.40 %BOC = 211.70BOC = 210.743:13:1R/WR/W+2.00 % +2.00 %212.55+0.59 %-2.00 %BOC = 213.09BOC = 212.573:13:1R/WR/W+2.00 %+2.00 %214.31-2.00 %-1.22 %BOC = 214.48BOC = 214.333:13:1R/WR/W+2.00 %+2.00 %216.06-2.00 %-2.00 %BOC = 216.08BOC = 216.083:13:1R/WR/W+2.00 %+2.00 % DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-48/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:18 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 210 210 220 220 38+00.00 210 210 220 220 38+50.00 210 210 220 220 39+00.00 210 210 220 220 39+50.00 210 210 220 220 230 230 40+00.00 -A-STA. 38+00 TO STA. 40+00CROSS SECTIONSC-4.10 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 217.82-2.00 %-2.00 %BOC = 217.84BOC = 217.843:13:13:1R/WR/W+2.00 %+2.00 %219.573:1 -2.00 %-2.00 %BOC = 219.59BOC = 219.593:1R/WR/W+2.00%+2.00 %221.333:1 -2.00 %-2.00 %BOC = 221.35BOC = 221.353:1R/WR/W+2.00 %+2.00%223.083:1 -2.00 %-2.00 %BOC = 223.10BOC = 223.103:1R/WR/W+2.00 %+2.00% DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-58/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:18 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 220 220 230 230 40+50.00 220 220 230 230 41+00.00 220 220 230 230 41+50.00 220 220 230 230 42+00.00 -A-STA. 40+50 TO STA. 42+00CROSS SECTIONSC-4.11 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 224.843:1 -2.00 %-2.00 %BOC = 224.86BOC = 224.863:13:1R/WR/W+2.00 %+2.00 %226.593:1 -2.00 %-2.00 %BOC = 226.61BOC = 226.613:1R/WR/W+2.00 %+2.00 %228.35-2.00 %-2.00 %BOC = 228.37BOC = 228.37R/WR/W+2.00 %+2.00 %230.103:1-2.00 %-2.00 %BOC = 230.12BOC = 230.123:1R/WR/W+2.00 %+2.00 % DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-68/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:19 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 220 220 230 230 240 240 42+50.00 220 220 230 230 240 240 43+00.00 230 230 240 240 43+50.00 230 230 240 240 44+00.00 -A-STA. 42+50 TO STA. 44+00CROSS SECTIONSC-4.12 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 231.823:1-2.00 %-2.00 %BOC = 231.84BOC = 231.843:1R/WR/W+2.00 %+2.00 %233.293:1 -2.00 %-2.00 %BOC = 233.31BOC = 233.313:1R/WR/W+2.00 %+2.00 %234.483:1-2.00 %-2.00 %BOC = 234.50BOC = 234.50R/WR/W+2.00 %+2.00 %235.37-2.00 %-2.00 %BOC = 235.39BOC = 235.39R/WR/W+2.00 %+2.00 % DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-78/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:20 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 230 230 240 240 44+50.00 230 230 240 240 250 250 45+00.00 230 230 240 240 250 250 45+50.00 230 230 240 240 250 250 46+00.00 -A-STA. 44+50 TO STA. 46+00CROSS SECTIONSC-4.13 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 235.99-2.00 %-2.00 %BOC = 236.01BOC = 236.01R/WR/W+2.00 %+2.00 %236.32-2.00 %-2.00 %BOC = 236.34BOC = 236.34R/WR/W+2.00 %+2.00 %236.36-2.00 %-2.00 %BOC = 236.38BOC = 236.38R/WR/W+2.00 %+2.00 %236.12-2.00 %-2.00 %BOC = 236.14BOC = 236.14R/WR/W+2.00 %+2.00 % DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-88/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:20 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 230 230 240 240 250 250 46+50.00 230 230 240 240 250 250 47+00.00 240 240 250 250 47+50.00 230 230 240 240 250 250 48+00.00 -A-STA. 46+50 TO STA. 48+00CROSS SECTIONSC-4.14 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 235.63-2.00 %-2.00 %BOC = 235.65BOC = 235.65R/WR/W+2.00 %+2.00 %235.10-2.00 %-2.00 %BOC = 235.12BOC = 235.123:1R/WR/W+2.00 %+2.00 %234.57-2.00 %-2.00 %BOC = 234.59BOC = 234.593:1R/WR/W+2.00 %+2.00 %234.043:1 -2.00 %-2.00 %BOC = 234.06BOC = 234.063:1R/WR/W+2.00 %+2.00 %233.513:1 -2.00 %-2.00 %BOC = 233.53BOC = 233.533:1R/WR/W+2.00 %+2.00 % DESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-98/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:21 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 230 230 240 240 250 250 48+50.00 230 230 240 240 250 250 49+00.00 230 230 240 240 250 250 49+50.00 230 230 240 240 250 250 50+00.00 230 230 240 240 50+50.00 -A- STA. 48+06 TO 51+56 ALTERNATE BID STA. 48+50 TO STA. 50+50CROSS SECTIONSC-4.15 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' 232.993:1 -2.00 %-2.00 %BOC = 233.01BOC = 233.013:1R/WR/W+2.00 %+2.00 %232.463:1 BOC = 232.48BOC = 232.48-2.00 %-2.00 %3:1R/WR/W+2.00 %+2.00 %R/WR/WDESIGNED BY: DRAWN BY: CHECKED BY: PROJECT NO.: DATE: SCALE:REVISIONSNORTH CAROLINA2511-DLCOUNTY OF NASHNASH COUNTYLVL LVL jthIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTUREXS_SHEET_X-108/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\XS-Sheets_1H1V-pt2.dgn9:28:22 AMpdf2016v2.pltcfg10.0000 ' / in.jharrisFINAL DRAWING FOR CONSTRUCTION NOT RELEASED HOR.: 1" = 10' VER.: 1" = 10' AUGUST 2019 120" Corr. Alum. Pipe 4.20 %200.624.20 %BOC = 200.20BOC = 201.90Inv. = 187.39 120" CAAP Inv. = 188.10 120" CAAP 2:1 2:1120" Corrugated Aluminum PipeR/WR/W00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130 130130 140 140140 150 150150 230 230 240 240 51+00.00 230 230 240 240 51+50.00 230 230 240 240 52+00.00 -A- STA. 48+06 TO 51+56 ALTERNATE BID STA. 51+00 TO STA. 52+00CROSS SECTIONSC-4.16 34+32.60 180 190 200 210 180 190 200 210 SECTION THRU Ex. 120" Culvert ONLY)Ex. 120" Aluminum Culvert(AT of TENSAR TRIAX GEOGRID TX160 OR EQUAL )Ex. 120" Culvert12' L.F. (1' BEYOND SIDES of PROVIDE 46' L.F. (1' BEYOND STONE BASE) x Ex. Grade (Typ.) 12" MIN. CLEAR (SEE DETAIL 4 / C-5.04) 0 10' 20' 30' 5' 10' VERTICAL SCALE: 1" = 10' 010'5'10'20'30' HORIZONTAL SCALE: 1" = 10' C-5.018/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:27 AMpdf2016v2.pltcfg0.0833 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.01STANDARDS 2'-6" MIN. 6" GATE VALVE HYDRANT TEE 1'-0" TO STREET PERPENDICULAR NOZZLE TO BE FIRE HYDRANT PUMPER †" THREADED RODS 6" PIPE (EACH SIDE) COVER 3' MINIMUM THREADED RODS, AS APPROVED BY ENGINEER. SEE NOTES 24" MAX. 15"MIN. AROUND WEEP HOLES PROVIDE ROCK SPILL FROM HYD. DRAIN TO PROVIDE DRAINAGE SLOPE TOP OF CONC. COVERED, SO THAT NO FITTINGS OR FLANGES ARE 1'-2" x 1'-2" CONCRETE PAD TO BE POURED TYPICAL FIRE HYDRANT DETAIL NOTES: PROVIDE VERTICAL EXTENSION AS NEEDED1. TO SUIT EXISTING GRADE. 2. 3.CONTRACTOR MAY USE R.J. FITTINGS, IN LIEU OF STREET RIGHT-OF-WAY BE DETERMINED BY THE PLANNING AND EXACT LOCATION OF FIRE HYDRANT SHALL NASH COUNTY DEVELOPMENT DEPARTMENT ON SITE. COLLAR MAY BE USED. AREA. IF NOT, A PRECAST CONCRETE IF VALVE IS LOCATED IN A PAVED PLACE 2' x 2' x 6" CONCRETE PAD TO 2'-6" IF D.I.P. IS USED. MINIMUM COVER MAY BE REDUCED REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.02STANDARDS AA SECTION A-A PLAN 3'-0" MIN 4" 4"WATER 14" DIA. 23" DIA. 10ƒ" 4"2" 6•" 27" DIAMETER 2" SAND FILL GRADE FINISHED VALVE BOX LOCATIONS. APPLY TO ALL VALVES AT ALL FLANGES ARE COVERED. THIS WILL POURED SO THAT NO FITTINGS OR 1'-2" x 1'-2" CONCRETE PAD TO BE BAR AS SHOWN 2 RINGS OF #3 REINF CONCRETE PAD MINIMUM 3000 psi BAR AS SHOWN 2 RINGS OF #3 REINF TYPICAL VALVE BOX INSTALLATIONNASH COUNTY VALVE BOX REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.03STANDARDS 4" MIN. THREADED COUPLING WATER MAIN 90A BRASS FITTING 2" BRASS LINE 2" GATE VALVE IN TOP OF WATER MAIN. PAVEMENT STANDARD 2" BLOW-OFF ASSEMBLY BOX VALVE BACKFILL TAMPED 3000 P.S.I. MIN. 1/3 C.Y AT CONCRETE BLOCKING PIPE (D12" IN LENGTH) 2" THREADED BRASS INSTALLATION SEE VALVE BOX CORPORATION STOP SHALL BE LOCATED 1. 2. NOTES: BLOW-OFF ASSEMBLY FOR 2" MAINS ARE TO BE CONSTRUCTED AS A CONTINUATION OF THE MAIN WITHOUT THE SERVICE SADDLE AND WITHOUT THE CORPORATION STOP. NASH COUNTY SERVICE SADDLES. OR WATER DISTRIBUTION CORPORATION STOP REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.04STANDARDS 22.1 31.5 40.8 12" PIPE 3 3.8 5.5 8" PIPE L CONC.DEPTHFINISH GRADE 12" MIN.1'-6" 4"MIN. "A" "A" SQ. FT. BEARING AREA 2 2.5 3 1 1 1 6" PIPE4" PIPE D.E. OR TEE 90° BEND FITTING "A" EXCAVATE AS NEARLY VERTICAL AS POSSIBLE 90° 4"MIN. 45°OR LESS C PIPE & 3000 P.S.I. CONCRETE UNDISTURBED EARTH AGAINST FIRM CONC. TO BE POURED CONC.THRUST BLOCK IN CHART. FOR FITTING AS LISTED TO HOLD LINE IN PLACE DISTURBED EARTH REQUIRED MIN. BEARING AREA OF UN- CONC. FROM BONDING TO PIPE. AROUND PIPE TO PREVENT PROVIDE 4 MIL POLYETHYLENE AT TOP OF PIPE SIDE DIAMETER OF PIPE 1'-6" GREATER THAN OUT- SECTION "A-A" NASH COUNTY THRUST BLOCK FOR HORIZONTAL PIPE BENDS REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.05STANDARDS = FINISH GRADE REINFORCING 4 #5 U BARS 4 #4 CROSS BARS MAXIMUM ANGLE 30° SIZE OF CONCRETE BLOCK OR CUBIC FEET OF CONCRETE: TOTAL RADIAL THRUST WEIGHT, C.F. OF CONCRETE T 1'-0" MIN."C" "C" 1'-0" MIN. ANGLE 30° BEND 750 1,000 1,250 2,500 1,800 950 6" PIPE 8" PIPE 1,700 3,000 4,000 4" PIPE TOTAL RADIAL THRUST - LBS. VERTICAL BENDS-THRUST 150 P.S.I. 12" PIPE 3,500 7,500 9,500 VERTICAL THRUST BLOCK DETAIL SECTION "C-C" 11 ‚° BEND 22•° BEND8"8" 150 NASH COUNTY REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.06STANDARDS STANDARD THRUST COLLAR INSTALLATIONMAINNOTES: BARS PLACED AS SHOWN 20" TO 36" MAINS=12-NO.8 BARS 6" TO 16" MAINS=12-NO.7 BARS AASCHEDULE ONE ONE ONE 4" 3" 2" 4" 3" 2" C 1'-0" 1'-0" 1'-0" 1'-4" 1'-2" 1'-0" B 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-0" A 36" 30" 24" 20" 16" 6",8",12" RING REQUIREDANCHOR RINGCONCRETE THRUST COLLARPIPE DIAMETER B ANCHOR RING TRENCH WALL ANCHOR RING TAMPED BACKFILL TRENCH WALL AC SOIL UNDISTURBED SOIL UNDISTURBED MAIN D.I.P. COLLAR (3000 P.S.I.) CONCRETE THRUST MAIN D.I.P. PLAN SECTION REINFORCING TWO TWO TWO NASH COUNTY REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.07STANDARDS CONCRETE THRUST BLOCK MECHANICAL JOINT CAP 5 FEET (MINIMUM) D.I. PIPE †" THREADED RODS (EACH SIDE) D.I. PIPE †" THREADED RODS(EACH SIDE) CONC. THRUST COLLAR D.I.P. 5' MIN. NOTE: STANDARD CAPPING DETAIL SOIL UNDISTURBED SOILUNDISTURBEDEQUIPPED WITH BLOW OFF ASSEMBLY. CAPPING. PERMANENT DEAD END LINES TO BE THIS DETAIL SHALL APPLY ONLY TO TEMPORARY NASH COUNTY COVERED FITTINGS OR FLANGES ARE TO BE POURED SO THAT NO 1'-2" x 1'-2" CONCRETE PAD REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.08STANDARDS NASH COUNTY AS SPECIFIED CORPORATION STOP WATER MAIN SERVICE SADDLE 1" SVC. (CB141-444-NA-TGNL #4) 3/4" SVC. (CB141-233-NA-TGNL #3) F1000-4GNL 1" CCxGJ (CTS) " CCxGJ (CTS)4 3F1000-3GNL TOP LOCKLESS, NASH COUNTY 5/8" x 3/4" CRESENT BOX w/ ADJUSTABLE 11/26/18 New Meter Type REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.09STANDARDS 35 †" 12" 9" 2 4" 3" METER LIDWATER 30" BAVARIES ELEVATION COVER BOX EQUIPED W/ ANGLED CHECK VALVE OUTLETS & BY-PASS WILL BE AN ACCEPTABLE ALTERNATIVE WITH APPROVAL OF NOTES: METER BASE 6" STONE CAP LOCK STEEL LID PULL SLOT (2) SURFACE SKID RESISTANT ABOVE OPENING W/ 4" x 4" KNOCKOUT 4" x 4" OPENING MOUSE HOLES (2) DIMENSIONS (INCHES) POLYMER CONCRETE LIGHT WEIGHT MATERIAL SHALL BE 2 5 ‡" 37†" 2. PRECAST CONCRETE BOX W/ ALUMINUM ACCESS HATCH 3. TO ENSURE POSITIVE DRAINAGE, THE VAULT SHOULD WHEN POSSIBLE. FLANGED BALL VALVE INLETS. 1. PIPING TO BE BRASS & COPPER TUBING AND SHALL BE B = 30„" A = 18…" THE TOWN. NASH COUNTY BE TIED INTO THE EXISTING STORM DRAINAGE SYSTEM STANDARD BRICKS STANDARD 1 •" & 2" METER INSTALLATION AND VAULT REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.11STANDARDS NOTES: 4 6 8 10 12 NONE 16" --- 0.188" 0.250" 0.250" 0.250" --- 0.188" 0.281" 0.312" 0.344" VARIES PAVEMENT RIGHT-OF-WAYRIGHT-OF-WAY5' MIN. GROUND EXIST. 12" BORE CROSSING DETAIL VARIES SIZE WATER NOMINAL SIZE ENCASEMENT CROSSING THICKNESS NCDOT MINIMUM WALL CROSSING THICKNESS RAILWAY MINIMUM WALL NASH COUNTY NEW WATER MAIN ENCASEMENT PIPE 24" METAL PIPE SUPPORTS SHALL BE USED FOR SUPPORT OF THE CARRIER PIPE WITHIN THE CASING PIPE. SEE DETAIL 4 THIS SHEET 20" 2'-6" MIN. REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.12STANDARDS C CARRIER PIPEL 12"± CASING SECTION (I.D.)-1"1"…" TYP. END ELEVATION A x…" STEEL PLATE STRAP PIPE STEEL ENCASEMENT SHOE STEEL PLATE CARRIER PIPE AS SHOWN PER JOINT OF CARRIER PIPE I-STEEL SPIDER ASSEMBLY REQUIRED SIDE OF SPIDER W/ HEX NUTS EA. 2-3/4" x 4" BOLTS STEEL ENCASEMENT PIPE 10" NOTES: NOT TO SCALE NOT TO SCALE WATER LINE STEEL ENCASEMENTNASH COUNTY A STRAP A x …" STEEL PLATE CASING END SEAL STEEL PLATE A x …" THK 1. 2.ENTIRE PIPE SUPPORT ASSEMBLY TO BE "A" = 12" FOR PIPES 16" AND OVER "A" = 8" FOR PIPES 14" AND UNDER BITUMINOUS COATED AFTER FABRICATION. AS NOTED AS NOTED AS NOTED NEW PIPE LINE NEW PIPE LINE NEW PIPE LINE NEW PIPE LINE NEW PIPE LINE CULVERT CULVERT CULVERT CULVERT CULVERT CULVERT STATE ROAD STATE ROAD STATE ROAD REQ'D SILT FENCE 14 LF MIN. CL CL CL REQ'D SILT FENCE 14 LF MIN. PLAN PLAN PLAN PROFILE PROFILE PROFILE GRADE GRADE GRADE NEW PIPE LINE TOP OF SEE DETAIL CONC. ENCASEMENT 4.0' MIN. PIPE LINE OVER CULVERT CONDITION 1 CONDITION 2 CONDITION 3 PIPE LINE UNDER CULVERT PIPE LINE AROUND END OF CULVERT RIP RAP REQ'D 10 TONS CLASS B MIN 12" OF SANITARY SEWER 24" MIN FOR CROSSING OF SANITARY SEWER 24" MIN FOR CROSSING 7' MIN. FROM WINGWALL NOTED ON PLANS 5' UNLESS OTHERWISE ROCK CHECK DAM 3' TYP. 3' TYP. 3' TYP. 24" MIN. UNDER CULVERT REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 STANDARDS NASH COUNTY 1.13 9 NOT TO SCALE 10 NOT TO SCALE 11 NOT TO SCALE 12 NOT TO SCALE 8 NOT TO SCALE 7 NOT TO SCALE 6 NOT TO SCALE 5 NOT TO SCALE 1 NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE 4 NOT TO SCALE TYPICAL FIRE HYDRANT ASSEMBLY TYPICAL VALVE BOX INSTALLATION STANDARD 2" BLOW OFF ASSEMBLY THRUST BLOCK FOR HORIZONTAL PIPE BENDS VERTICAL THRUST BLOCK DETAIL STANDARD THRUST COLLAR INSTALLATION STANDARD CAPPING DETAIL WATER SERVICE ASSEMBLY STANDARD 1 1/2" & 2" METER INSTALLATION & VAULT BORE CROSSING DETAIL WATER LINE STEEL ENCASEMENT INSTALLATION OF PIPELINE AT CULVERT C-5.01C-5.01C-5.01C-5.01C-5.01 C-5.01 C-5.01 C-5.01 C-5.01 C-5.01C-5.01C-5.01C-5.01 UTILITY DETAILSFOR REVIEW PURPOSES ONLY FINAL DRAWING FINAL DRAWING FOR REVIEW PURPOSES ONLYC-5.028/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:31 AMpdf2016v2.pltcfg0.0833 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 ROD WITH NUTS OR ALL-THREADED LONGER TEE BOLTS MJ BELL DUCTILE IRON HEAT FUSION JOINT HDPE TO MJ ADAPTER NOTE: REQUIREMENTS OF THE PIPE AS INDICATED IN THE SPECIFICATION. USE ON ALL CONNECTIONS OF HDPE TO DIP. ADAPTER SHALL MEET PRESSURE HDPE PIPE 12" NOT TO SCALE MECHANICAL JOINT ADAPTER 2000PV (TYP.) EBAA MEGALUG SERIES DUCTILE IRON FITTING MECHANICAL JOINT ANGLEHDD ENTRYD.I.P. OR PVC DIRECT BURY FUS IBLE PVC STREET ROAD OR BORE PIT EXCAVATION 5'-8' HIGH STOCKPILE FOR 10' MATERIAL BORE HOLE AREA FOR BORE PIT PLANS NOTED ON WIDTH AS LENGTH AS REQUIRED LENGTH AS NOTED ON PLANS SLOPEEOP / BOC 5' MIN. OFF SILT FENCE CASING PIPE REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 2.03STANDARDS REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 2.01STANDARDS REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 2.02STANDARDS PIPE MANHOLE BREAK POINT 6" 5"5"1'-4"TYP.4' DIA. OR 5' DIA. 2'-0"2'-0", 3'-0"OR 4'-0"20"MAX.TAPER UNIT ECCENTRIC RING AND COVER STANDARD MANHOLE SPACER. SEAL BETWEEN FRAME AND SPACER. USE ROPE MASTIC BOLTS TO BOLT FRAME TO USE FOUR … INCH ANCHOR INFLUENT OR EFFLUENT PIPE. VERTICAL WALL NOT OVER THE MANHOLE STEPS ALONG A BUTYL RUBBER JOINT O-RING JOINT OR FILLED WITH NON-SHRINKING GROUT. PENETRATE THE MANHOLE SHALL BE ALL LIFT HOLES WHICH COMPLETELY UNIT RISER BASE UNIT MEETING SPECIFICATIONS OR PRECAST INVERT BRICK & MORTAR INVERT 6"STANDARD PRECAST CONCRETE MANHOLE DETAIL "C-C"SANITAR Y SEWER TOP OF COVER BOTTOM OF COVER •"•"R 1"R •" •" 1 •" 4ƒ" 7•" …" 3" 1" 2„"2ƒ"•"1'-11 •"1'-11 ƒ"2'-1 ‚"MINIMUM AVERAGE WEIGHT RING COVER 180 LBS. 120 LBS. MANHOLE RING AND COVER NOT TO SCALE NOT TO SCALE SECTION PLAN AND SPACER. W/ ROPE MASTIC SEAL BETWEEN FRAME MANHOLE RING TO BE BOLTED AS SHOWN NOTE: (4-REQ'D) (POSITION AS SHOWN) W/ SHIELD ANCHORS MIN …" x 1 •" LAG BOLTS 18" MIN RING AND COVER STD MANHOLE COURSE BASE BACKFILL COMPACTED MANHOLE STD GRADE FINISHED PLAN SECTION CONC 6" MIN (3000 psi MIX) CONC ENCASEMENT I-2 ASPHALT 1 •" MIN (3000 psi MIX) CONC ENCASEMENT NOT TO SCALE NOT TO SCALE IN PAVEMENT AREAS MANHOLE RING AND COVER INSTALLATION BE WATER TIGHT UNLESS MANHOLES ARE TO TWO 1" DIA. HOLES REQUIRED 4ƒ"2'-0‚"2'-9"3•"TOTAL 300 LBS. SPECIFICATION CLASS 30 CAST IRON MEETING ASTM A-48 AND 6" WIDE SHEET NO LESS THANˆ" BACKED FLAT BUTYL RUBBER JOINTS WITH A POLYETHYLENE WRAP THE EXTERIOR OF ALL MAX26" STONE BEDDING 8" No.67 WITH FULL BITUMINOUS COATING, OR DUCTILE IRON ASTM A-536, GRADE 65-45-12 1'-10"NASH COUNTY NASH COUNTY NASH COUNTY REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 2.08STANDARDS C CARRIER PIPEL 6"± CASING SECTION (I.D.)-1"1"…" TYP. END ELEVATION BITUMINOUS COATED AFTER FABRICATION. DESIGN SLOPE IN CARRIER PIPE. LATERAL ENCASEMENTS. 8" x…" STEEL PLATE STRAP PIPE STEEL ENCASEMENT SHOE STEEL PLATE CARRIER PIPE STEEL PLATE 8" x …" THK 8" BRICK MASONARY ENCLOSED END W/ AS SHOWN PER JOINT OF CARRIER PIPE I-STEEL SPIDER ASSEMBLY REQUIRED STRAP 8" x …" STEEL PLATE SIDE OF SPIDER W/ HEX NUTS EA. 2-3/4" x 4" BOLTS STEEL ENCASEMENT PIPE 10" 8" NOTES: 1. ENTIRE SPIDER ASSEMBLY TO BE 2. FIELD MODIFY AS REQUIRED TO PROVIDE 3. SPIDER ASSEMBLY NOT REQUIRED FOR SERVICE NOT TO SCALE NOT TO SCALE GRAVITY SEWER STEEL ENCASEMENTNASH COUNTY TOP OF COVER "217 "434 "4 12'-9 "2 12'-0 "4 11'-10 "2 11'-11 "4 31'-11 "4 12'-1 "2 1 1"R "2 1 "4 3 "8 3 "8 11 "8 34 "8 12 "4 33 "4 3 "2 11 "8 11 "8 34 "4 32 "2 1 1"3" NOT TO SCALE WATERTIGHT MANHOLE RING AND COVER OF COVER BOTTOMYRATINASREWES REWES MROTS TAWER DETAIL LETTERING COVER BOLTS STEEL (TYPE 316) HEX HEAD " STAINLESS4 3" x 12 14 THREADED HOLES-4 AT 90° FRAME SEAT BETWEEN COVER AND POLYVINYL GASKET RECESS FOR BOLT HEADS BOLT HOLES AT 90° AND BOLT DOWN COVER W/ 4 1/2" (TYP. OF 4) 3/8" LAG BOLTS 3/8" LAG BOLT (TYP. OF 4) FOR H-20 LOADING 300 LB MIN. AND BE SUITABLE TOTAL COMBINED WEIGHT OF RING AND COVER SHALL HAVE NOTE: (TYP. OF 2 @ 180°) "R PICK HOLES2 1 PERIMETER " CLR FULL8 1 REVISIONS DESCRIPTIONDATE STD. NO. SHEET 1 OF 1 1.15STANDARDSMANHOLE SECTION12" NOTES: RING AND COVER STD MANHOLE GRADE FINISHED SECTION ECCENTRIC CONE MANHOLE) (DIP THROUGH WATER MAIN AREA FOR PIPING IN THIS SEE PIPING DETAIL VALVE AIR RELEASE BRASS VALVE PIPE DETAIL4"12"MINMIN1. TAP PIPE AND ISOLATION VALVE TO BE SAME SIZE AS AIR RELEASE VALVE. 2. ALL PIPING AND FITTINGS IN THE MANHOLE, SHALL BE BRASS OR BRONZE UNLESS OTHERWISE NOTED. 3. MANHOLE STEPS SHALL BE PLACED 16" OC WHEN DEPTH OF MANHOLE EXCEEDS 5 FEET. 4. CENTER MANHOLE OPENING, FOR MANHOLE DEPTHS LESS THAN 5 FEET. RELEASE VALVE COMBINATION AIR (FOR WATER MAINS) COMBINATION AIR VALVE MANHOLENASH COUNTY 8" - NO. 67 STONE SERVICE SADDLE STOP W/ CORPORATION 3 C-5.02 NOT TO SCALE 2 C-5.02 TO FUSIBLE PVC HDD CONNECTION DETAIL - DIRECT BURY PIPE C-5.02 1 C-5.02 NOT TO SCALE TYPICAL HORIZONTAL BORE SITE C-5.02 NOT TO SCALE NOT TO SCALEC-5.02 C-5.02 NOT TO SCALE IN PAVEMENT AREAS MANHOLE RING AND COVER INSTALLATION C-5.02 NOT TO SCALE STANDARD PRECAST CONCRETE MANHOLE MANHOLE RING AND COVER GRAVITY SEWER STEEL ENCASEMENT 4 C-5.02 5 6 7 8 UTILITY DETAILSC-5.02 NOT TO SCALE 9 (FOR WATER MAINS) COMBINATION AIR VALVE MANHOLE FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-5.038/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:34 AMpdf2016v2.pltcfg0.0833 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 NOTE: CLEANED IMMEDIATELY. ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED AND AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE. PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON ENTRANCE VEHICLES. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL CONSTRUCTION ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABLIZED.1. 2. 3. 4.10 0' M IN .20' MIN.PAVED ROAD6" MIN. 1871 RCA NATN,RO H CAY IOLRWATERSHED FROM STRUCTURE FLOW BYPASS BUFFER URBAN TRANSITION RECEI VI NG STREAMFOREBAY CHANNEL REINFORCED LEVEL SPREADER LIP UNDERDRAIN BYPASS SWALE REINFORCED VEGETATED FABRIC FILTER STONE ON SURGE PLAN VIEW 1871 RCA NATN,RO H C AY IOLR LEVEL SPREADER CROSS SECTION DRAIN INTO BYPASS SWALE SITE SOIL CONDITIONS- UNDERDRAIN -SIZED FOR REINFORCED CHANNEL FLOW PA THSPREADER LIP LEVEL STREAM RECEIVING STREAM BUFFER CONCRETE FOOTER APPROPRIATELY SIZED OF FILTER FABRIC 3-FT WIDE STRIP 3" OF SURGE STONE FOREBAY SCHEMATIC AFTERWARDS, INSPECT PERIODICALLY AND KEEP VEGETATION HEALTHY AND MAINTAINED. 2. INSPECT AFTER EACH RAINFALL, UNTIL VEGETATION IS WELL ESTABLISHED, AND MAKE ANY NECESSARY REPAIRS; 1. LEVEL SPREADER DESIGN WILL BE BASED ON CURRENT NC DIVISION OF ENVIRONMENTAL QUALITY DESIGN GUIDELINES. :NOTES 3'-0" 1'-0" INFLUENT STORMWATER PIPE FROM DIVERSION SPREADER TO LEVEL UNDERDRAIN 1871 RCA NATN,RO H CAY IOLRSIDE VIEW FRONT VIEW HARDWARE CLOTH WIRE FENCE STEEL FENCE POST GRADE FENCE FABRIC 6 INCHES INTO THE TRENCH BURY WIRE FENCE, HARDWARE CLOTH, AND SILT :NOTE GRADE 18" FABRIC SILT FENCE WIRE FENCEMAXIMUM 2 FEET APART STEEL FENCE POST SET WASHED STONE FILTER OF 1 INCH DIAMETER # 57 PLAN VIEW WASHED STONE FILTER OF 1 INCH DIAMETER # 57 STEEL FENCE POST WIRE FENCE SILT FENCE FABRIC ON ON WIRE FENCE HARDWARE CLOTH HARDWARE CLOTH HARDWARE CLOTH BY 12 INCHES SILT FENCE FABRIC TO OVERLAP :NOTE FLOW DIRECTION FLOWFLOWFLOWINCHES 12 OVERLAP INCHES 12 OVERLAP 6" FAILURES. LOW AREA. USE AS A REPAIR OF SILT FENCE AREA DOES NOT EXCEED 1/4 ACRE AND THERE IS A USE SILT FENCE OUTLETS ONLY WHEN DRAINAGE :NOTE REMOVE CONTAMINATED STONE AND REPLACE. EVENT. REMOVE ACCUMULATED SEDIMENT. AND WITHIN 24 HRS AFTER EVERY 1 IN. RAIN INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS MAINTENANCE 9"1'-6"9"12"3" 3"ALONG EDGES ALONG BOTTOMAT TOPSTAPLE LOCATIONS (TYP.)EDGESOVERLAPEDGESOVERLAPTOP OVERLAP BOTTOM OVERLAP 1'-6"1'-6" ACROSS MIDDLE MULCH. ING, RESEEDING, AND REINSTALLING WASHED OUT AREAS BY REGRAD- EROSION OR FAILURE. REPAIR ALL INSPECT AFTER RAINSTORMS FOR1. 2. 3. MAINTENANCE: NETTING OR MATTING INSTALLATION OF LINER: APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. IT DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. LAY LINER FROM TOP OF DITCH OR CHANNEL AND UNROLL STAPLES AND OVERLAP AS SHOWN ABOVE. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE STEEL POST FRONT VIEW SIDE VIEW2'-0"3'-0"FILL SLOPE GRADE WOVEN WIRE FABRIC WARNING SIGN VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE SILT FENCE FABRIC INSTALLED TO SECOND WIRE FROM TOP MIN. 12-1/2 GA. INTERMEDIATE WIRES MIN. 10 GA. LINE WIRES CONSTRUCTION AREA DO NOT ENTER SILT FENCE GEOTEXTILE FABRIC 4" MIN MIN PLASTIC OR WIRE TIES 8" MIN 5"24"SIGN DETAIL DO NOT ENTER CONSTRUCTION AREA PROVIDE WARNING LANGUAGE IN BOTH ENGLISH AND SPANISH, AS SHOWN PARA ARBOLES - NO ENTRE ZONA DE PROTECCION 40"4"4"4"4"4"4"36"NOTES: SEE NC STATE DEQ PRACTICE STANDARDS & SPECIFICATIONS.G. FENCE NEEDS TO BE TURNED UPHILL. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILTF. SPACED AS SHOWN. WITH LETTERS A MINIMUM OF 3" HIGH, CLEARLY LEGIBLE AND SIGNS ARE TO BE MADE OF DURABLE WEATHERPROOF MATERIALE. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.D. APPROVAL FROM ENGINEER. CONTRACTOR MAY USE MATERIAL OR METHOD UPON C. FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT B. DITCH IS 8" x 4" AND FILL IS TO BE COMPACTED. POSTS SET AT DEPTHS OF 4' FOR EARTH BACKFILL. ANCHORA. THAN 10' IN HEIGHT. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED SLOPES GREATER4. VOLUME FOR THE NEXT RAIN EVENT. AS NECESSARY TO MAINTAIN A BARRIER AND PROVIDE ADEQUATE STORAGE ACCUMULATION REACHES 6 INCHES. SEEDIMENT FENCE WILL BE REPAIRED SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE WHEN3. ANY DAMAGED FABRIC SHOULD BE REPLACED IMMEDIATELY.2. RAINFALL >1 IN. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 1. MAINTENANCE: C-5.03 NOT TO SCALE C-5.03 NOT TO SCALE C-5.03 NOT TO SCALE C-5.03 NOT TO SCALE CONSTRUCTION ENTRANCE C-5.03 NOT TO SCALE STONE 2"-3" CLASS A 8" MIN. C-5.03 C-5.03 NOT TO SCALE 2 C-5.03 NOT TO SCALE EROSION CONTROL DETAILS3 C-5.03 NOT TO SCALE LEVEL SPREADER (1 OF 2)4 C-5.03 NOT TO SCALE LEVEL SPREADER (2 OF 2) C-5.03 NOT TO SCALE FLOW NO GAPS ARE EVIDENT PLACE GRAVEL BAGS SUCH THAT BACK OF CURB CATCH BASIN CURB INLET SEDIMENT SEPARATION PONDING AREA FOR PLAN VIEW CURB INLET CATCH BASIN SECTION VIEW FLOW BE HIGHER THAN TOP OF CURB NOTE: GRAVEL BAG SHOULD NOT BLOCK THE CURB INLET.NEVER WHEN INSTALLING CURB INLET PROTECTION DEVICES, 4. GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND 3. SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT. INCH (OR 2 1USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 2. SEDIMENT TO SEPARATE FROM RUNNOFF. ALLOW PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND 1. NOTES: SIDEWALK STANDARD GRAVEL BAG CURB INLET PROTECTION SILT FENCE OUTLET WATTLE WITH PAM C-5.03 NOT TO SCALE TEMPORARY DITCH LINER ROCK PIPE INLET SEDIMENT TRAP TYPE B RIPRAP AT PIPE OUTLETS 1 5 6 7 8 11109COMBINATION FENCE MULCH. ING, RESEEDING, AND REINSTALLING WASHED OUT AREAS BY REGRAD- EROSION OR FAILURE. REPAIR ALL INSPECT AFTER RAINSTORMS FOR MAINTENANCE:INSTALLATION OF LINER: 1.APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER. IT DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKLES. LAY LINER FROM TOP OF DITCH OR CHANNEL AND UNROLL STAPLES AND OVERLAP AS SHOWN ABOVE. BURY THE UPSLOPE END IN A SLOT 6" DEEP. PROVIDE 2. 3. SLOPE STABILIZATION ALL DITCHES SHALL BE LINED WITH NORTH AMERICAN GREEN S150 OR EQUAL NORTH AMERICAN GREEN C125 OR EQUAL ALL SLOPES GREATER THAN 3:1 SHALL BE LINED WITH FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-5.048/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:39 AMpdf2016v2.pltcfg0.0833 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 L = A AND B ARE OF EQUAL ELEVATION THE DISTANCE SUCH THAT POINTS STABILIZATION. KEY RIP RAP INTO THE DAM FOR STORAGE REQUIRED. EXISTING TOPOGRAPHY AND SEDIMENT HEIGHT AND WIDTH DETERMINED BY TOP ELEV. OF STORMWATER SPACING FRONT VIEW SIDE VIEW NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS. DESIGN HEIGHT AND CROSS SECTION. FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER INCH OR2 1INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1. 2. 3. A B LVARIESVARIES '-1'2 1 NOTES: CLASS A RIPRAP #57 WASHED STONE 12" OF NCDOT #5 OR FILTER CLOTH EXISTING SLOPE EXISTING SLOPE #5 OR #57 WASHED STONE KEYED RIPRAP FILTER CLOTH 1'-6"12" '-1'2 1 CENTER2' MAX. @4' TO 6' 2 1 MAINTENANCE: 3' LONG MIN., 2"x4" STEEL POSTS OR BASIN TYP. INLET #57 STONE FRAME 1/4" WIRE MESH AT CORNERS GATHER EXCESS NOTES: 1. FASTEN FABRIC SECURELY AT THE CORNER POSTS. SHALL BE 12 INCHES. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT OF STONE AT WIRE MESH OPENINGS. BURY FABRIC 1' AND EXTEND TO THE TOP OF THE POSTS. " MESH4 1WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.) AND SHALL HAVE DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5' 2. 3. 2'-0"MAX.1.5'3'MIN.6" MIN. 4. 10' MINIMUM VARIES B B 10 mil PLASTIC LINING WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES TWO-STACKED 2X12 ROUGH WOOD FRAME STAKE (TYP) TYPE "ABOVE GROUND" WITH WOOD PLANKS VARIES 10' MINIMUM AA 3' LATH AND FLAGGING ON 3 SIDES 10 mil PLASTIC LINING PLAN NOT TO SCALE SECTION A-A NOT TO SCALE BERM SANDBAG SANDBAG 10 mil PLASTIC LINING BERM CONCRETE WASHOUT CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) PLYWOOD 48"X24" PAINTED WHITE BLACK LETTERS 6" HEIGHT LAG SCREWS 36" 36" WOOD POST 3.5"X3.5"X8' STRAW BALE STRAW BALE (TYP) 10 mil PLASTIC LINING VARIES 10' MINIMUM BINDER WIRE NATIVE MATERIAL (OPTIONAL) STAPLES (2 PER BALE) WOOD OR METAL STAKES (2 PER BALE) SECTION B-B NOT TO SCALE 10 mil PLASTIC LINING B B PLAN NOT TO SCALE WITH STRAW BALES TYPE "ABOVE GRADE" 10 mil PLASTIC LINING SECTION B-B NOT TO SCALE PLAN NOT TO SCALE TYPE "BELOW GRADE" 2" 8"1.12" DIA STEEL WIRE STAPLE DETAIL NOTES: 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE. 5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS C-5.04 C-5.04 NOT TO SCALE 1 C-5.04 NOT TO SCALE EROSION CONTROL DETAILS3 C-5.04 NOT TO SCALE 2 CONCRETE WASHOUT AREA INLET PROTECTION ROCK CHECK DAM AND SPACING FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-5.058/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:41 AMpdf2016v2.pltcfg0.0833 sf / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 CONCRETE CURB AND GUTTER (1 OF 3)1 C-5.04 NOT TO SCALE 2 C-5.04 NOT TO SCALE 3 C-5.04 NOT TO SCALE DRIVEWAY TURNOUT (1 OF 2)5 C-5.04 NOT TO SCALE CONCRETE CURB AND GUTTER (2 OF 3)CONCRETE CURB AND GUTTER (3 OF 3) DRIVEWAY TURNOUT (2 OF 2)6 C-5.04 NOT TO SCALE ROADWAY DETAILSC-5.05 7 C-5.04 NOT TO SCALE AND DOUBLE PIPE CULVERT (1 OF 3) CONCRETE ENDWALL FOR SINGLE 8 C-5.04 NOT TO SCALE AND DOUBLE PIPE CULVERT (2 OF 3) CONCRETE ENDWALL FOR SINGLE 9 C-5.04 NOT TO SCALE AND DOUBLE PIPE CULVERT (1 OF 3) CONCRETE ENDWALL FOR SINGLE 4 C-5.04 NOT TO SCALE CONSTRUCTION LOAD FOR ALUMINUM PIPES 10 C-5.04 NOT TO SCALE PAVEMENT MARKINGS (1 OF 2)11 C-5.04 NOT TO SCALE PAVEMENT MARKINGS (2 OF 2)12 C-5.04 NOT TO SCALE WOVEN WIRE FENCE FINAL DRAWING FOR REVIEW PURPOSES ONLYC-5.068/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_05.dgn9:28:53 AMpdf2016v2.pltcfg0.0833 sf / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSLVL/DGM jth/EBM LVL/DGM AS NOTED AUGUST 2019 1 C-5.05 NOT TO SCALE METHOD OF PIPE INSTALLATION (1 OF 3)2 C-5.05 NOT TO SCALE METHOD OF PIPE INSTALLATION (2 OF 3)3 C-5.05 NOT TO SCALE METHOD OF PIPE INSTALLATION (3 OF 3) 4 C-5.05 NOT TO SCALE CONCRETE CATCH BASIN (1 OF 2)5 C-5.05 NOT TO SCALE CONCRETE CATCH BASIN (2 OF 2)6 C-5.05 NOT TO SCALE CONCRETE CATCH BASIN (2 OF 2)7 C-5.05 NOT TO SCALE CONCRETE CATCH BASIN (2 OF 2) 9 C-5.05 NOT TO SCALE DRAINAGE STRUCTURE STEPS8 C-5.05 NOT TO SCALE CONCRETE STORM JUNCTION STORM DRAINAGE DETAILSC-5.06 FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-6.018/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_06.dgn9:28:59 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSSCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' AUGUST 2019 10+00 11+00 12+00 13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+00 25+00 26+00 27+00 28+00 29+00 3 0+ 0 0 31+0032+0033+0034+003 5+ 0 0 36+00 37+00 38+00 C-6.01 Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement (4", 120 MILS)PAINTED YELLOW DOUBLE CENTER PI PAVEMENT MARKING LINES STRIPING STA. 18+06 (BASE BID) BEGIN DOUBLE YELLOW CENTER LINE PI PI (BASE BID)PAVEMENT MARKING & SIGNAGE PLANMIDDLESEX CORPORATE PARKWAYLVL jth LVL 35 D E A D E N D R2-1 W14-1 SIGN KEY R1-1 SEE SHEET C-6.02MATCH LINE STA. 38+00SEE BELOWMATCH LINE STA. 24+00SEE ABOVEMATCH LINE STA. 24+00(Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGN (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGN (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGNN. Nash St.R /WR/WR/W R/W.ywkP et ar opro C xeselddi M R /W Asphalt R/W R/W R/W R/W R /W R /W W e t l a n d s W e t l a n d s P o n d FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-6.028/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_06.dgn9:29:01 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSSCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' AUGUST 2019 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 LVL jth LVL 35 D E A D E N D R2-1 W14-1 SIGN KEY R1-1 C-6.02SEE SHEET C-6.01MATCH LINE STA. 38+00(4", 120 MILS)PAINTED YELLOW DOUBLE CENTER PI PAVEMENT MARKING LINES PI CENTER LINE STRIPING ENDS AT STA. 51+56 (ALTERNATE BID) CENTER LINE STRIPING ENDS AT STA. 48+06 (BASE BID)(BASE BID)PAVEMENT MARKING & SIGNAGE PLANMIDDLESEX CORPORATE PARKWAY(W14-1) DEAD END SIGN Shell Building P o n d Gravel "Sales Road" FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-6.038/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_06.dgn9:29:02 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSSCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' AUGUST 2019 10+00 11+00 12+00 13+0014+0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+00 25+00 26+00 27+00 28+00 29+00 3 0+ 0 0 31+0032+0033+0034+003 5+ 0 0 36+00 37+00 38+00 C-6.03 Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement Book 37, Page 366 Conservation Easement PAVEMENT MARKING LINES LVL jth LVL TH TH (ALTERNATE BID)PAVEMENT MARKING & SIGNAGE PLANMIDDLESEX CORPORATE PARKWAYSTA. 18+06 (ALTERNATE BID) BEGIN CENTER TURN LANE STRIPING THERMOPLASTIC YELLOW SINGLE CENTER LINETH 35 D E A D E N D R2-1 W14-1 SIGN KEY R1-1 SEE SHEET C-6.02MATCH LINE STA. 38+00SEE BELOWMATCH LINE STA. 24+00SEE ABOVEMATCH LINE STA. 24+00(Middlesex Corporate Prkwy.) DB: 2392 PG: 776 PIN: 274400041901 Nash Hospitals Inc. Property of (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGN (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGN (R2-1) [24" x 30"] 35 MPH SPEED LIMIT SIGNN. Nash St.R /WR/WR/W R/W.ywkP et ar opro C xeselddi M R /W Asphalt R/W R/W R/W R/W R /W R /W W e t l a n d s W e t l a n d s P o n d FINAL DRAWINGFOR REVIEW PURPOSES ONLYC-6.048/23/2019T:\Projects\Nash_County-2511\DL-MiddlesexCorpCentre\CADD\Sheets\Phs-A_Contract-1\Series_06.dgn9:29:03 AMpdf2016v2.pltcfg50.0000 ' / in.jharris2511-DL PROJECT NO.: DATE: SCALE: DESIGNED BY: DRAWN BY: CHECKED BY:NASH COUNTYIMPROVEMENTS - PHASE A / CONTRACT-1MIDDLESEX CORPORATE CENTRE - INFRASTRUCTURECOUNTY OF NASHNORTH CAROLINAREVISIONSSCALE: 1" = 50' 50'25'0 50'100'150' HORZ.: 1" = 50' AUGUST 2019 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 LVL jth LVL 35 D E A D E N D R2-1 W14-1 SIGN KEY R1-1 C-6.04SEE SHEET C-6.01MATCH LINE STA. 38+00PAVEMENT MARKING LINES (BASE BID)PAVEMENT MARKING & SIGNAGE PLANMIDDLESEX CORPORATE PARKWAY(W14-1) DEAD END SIGN Shell Building P o n d Gravel "Sales Road" TH CENTER LINE STRIPING ENDS AT STA. 51+56 (ALTERNATE BID) CENTER LINE STRIPING ENDS AT STA. 48+06 (BASE BID) THERMOPLASTIC YELLOW SINGLE CENTER LINETH