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CFPUA minor site planAPPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE) D1 1 0 0 0 FI L E : PL O T T E D : Business License No. F-0794319 N Third Street, Suite 202Wilmington, North Carolina 28401 Black & Veatch International Company FD 1 1 0 0 0 C: \ P W _ W O R K I N G \ B V W _ A M E R I C A S _ 2 \ D 1 4 9 9 3 6 6 \ 4 0 9 2 0 4 - C - 0 0 1 . D W G 6/ 7 / 2 0 2 2 2 : 0 6 : 3 0 P M CAPE FEARPUBLIC UTILITYAUTHORITY MOTT'S CREEK PUMP STATION (PS-69) REPLACEMENT 409204 FINAL DESIGNNOT FORCONSTRUCTION MARCH 2022 43C-001 GENERAL CIVIL LEGENDS AND GENERAL NOTES MP FLL ME JGV 4 CB SURFACED STREET, ROAD OR DRIVE SURFACED STREET, ROAD OR DRIVE WITH CURBS CATCH BASIN SEWER OR STORMDRAIN MANHOLE DRAINAGE COURSE OR FLOW LINE FINISHED GRADE CONTOUR BANK OR SLOPE LINES BORE HOLE OR TEST HOLE AND NUMBER SURVEY LINE WITH PI, PT, OR POT CONCRETE ENCASEMENT - PLAN VIEW CULVERT NEW PIPING NEW PIPING IN PROFILE FIRE HYDRANT YARD HYDRANT STREET LIGHT POLE AC PAVEMENT TO BE DEMOLISHED CENTERLINE PERMANEMT UTILITY EASEMENT FUTURE BUILDINGS, STRUCTURES STRUCTURES UNDERGROUND BUILDINGS, STRUCTURES Y 326 WHEELCHAIR ACCESSIBILITYMARKER 1.TOPOGRAPHICAL SURVEY PERFORMED MARCH THROUGH JUNE 2021 BY STEWART INC., NORTH CAROLINA FIRM LICENSE NO. C-1051, WILMINGTON, NORTHCAROLINA. 2.HORIZONTAL CONTROL: COORDINATES ARE BASED ON THE NORTH CAROLINA STATE PLANE SYSTEM WITH THE NORTH AMERICAN DATUM OF 1983 WITH THE2011. NATIONAL ADJUSTMENT. COORDINATES ON STRUCTURES DEPICT THE EXTERIOR FACE OF THE CONCRETE SUBSTRUCTURE FOUNDATION WALL ORFOOTING WALL. 3.VERTICAL CONTROL: ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. BENCHMARKS AND/OR STRUCTURE ELEVATIONS FROMEXISTING SURVEYS OR REFERENCE DRAWINGS MAY RESULT IN VARIANCES WITH ELEVATIONS INDICATED ON THE DRAWINGS FOR EXISTING FACILITIES. 4.THE PROJECTED 100 YEAR FLOOD AND 500 YEAR FLOOD ELEVATIONS ARE BASED ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCERATE MAP PANELS 3720312300L EFFECTIVE 28 AUGUST 2018. 5.EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WASKNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OFSUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. THE ENGINEERING INVESTIGATIONS,LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C INACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN PERFORMED TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FORTHE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS. 6.“SCREENED” (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES. “SCREENED” INFORMATION WAS TAKEN FROM EXISTINGCONSTRUCTION DRAWINGS AND DATA AND SURVEYS, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY THE DESIGN BUILDER PRIOR TO THEORDERING OF MATERIALS AND BEGINNING OF CONSTRUCTION. “BOLD” DELINEATION IS NEW WORK TO BE CONSTRUCTED UNDER THIS CONTRACT. 7.DESIGN BUILDER’S STAGING, PARKING AND MATERIAL STORAGE SHALL BE LIMITED TO THE EASEMENT AREAS AND LIMITS OF DISTURBANCE DESIGNATED ONTHE DRAWINGS. PROVIDING ADDITIONAL STORAGE OR PARKING SHALL BE THE RESPONSIBILITY OF THE DESIGN BUILDER. 8.WORK SHALL BE CONFINED WITHIN THE LIMITS OF DISTURBANCE SHOWN ON THE DRAWINGS. PERMANENT OR TEMPORARY CONSTRUCTION EASEMENTS ARETHE LIMITS OF DISTURBANCE IF NOT OTHERWISE SHOWN. 9.CALL BEFORE YOU DIG. DESIGN BUILDER SHALL DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STRUCTURES, WHETHERINDICATED ON THE DRAWINGS OR NOT, IN THE FIELD IN ADVANCE OF EXCAVATING, BY CONTACTING ALL UTILITIES AND OTHER AGENCIES, AND BYPROSPECTING. DESIGN BUILDER SHALL BE RESPONSIBLE FOR REMOVAL, DEMOLITION, RECONSTRUCTION, AND RECONNECTION OF EXISTING FACILITIES ASREQUIRED TO COMPLETE THE WORK. IF REQUIRED AFTER FIELD LOCATION AND VERIFICATION, DESIGN BUILDER SHALL COORDINATE WITH THE ENGINEER TODETERMINE ANY NECESSARY MODIFICATIONS TO THE DESIGN OF NEW WORK. 10.BEFORE CONSTRUCTION IS STARTED, DESIGN BUILDER SHALL COORDINATE WITH THE OWNER OF EACH UTILITY AND DEFINE THE REQUIREMENTS ANDMETHODS TO ACCOMMODATE THE PROTECTION, TEMPORARY SUPPORT, ADJUSTMENT, OR RELOCATION OF ANY UTILITIES AFFECTED BY THE PROPOSED NEWWORK. 11.DESIGN BUILDER SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND SHALL PROVIDE APPROPRIATE MITIGATION MEASURES OR PROTECTION ANDRESTORATION AT ALL LOCATIONS AS REQUIRED BY THEIR OPERATIONS, AND AS DIRECTED BY ENGINEER. SPECIAL CONSTRUCTION REQUIREMENTS,TEMPORARY PROTECTIVE FENCING OR BARRICADES, SHEETING, SHORING, EROSION PROTECTION, AND SURFACE RESTORATION AT CERTAIN LOCATIONS AREINDICATED ON THE DRAWINGS AND SPECIFIED TO BRING THE DESIGN BUILDER’S ATTENTION TO SENSITIVE AREAS. 12.THE DESIGN BUILDER SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER AND SURVEYING CONTROL MARKERS AND MONUMENTS.MONUMENTS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NORTHCAROLINA. 13.DESIGN BUILDER SHALL PROTECT AND MAINTAIN ALL EXISTING TREES, SHRUBS, AND PLANTS, UNLESS OTHERWISE NOTED. 14.DESIGN BUILDER SHALL INSTALL ALL PIPELINES, PAVING, WALKWAYS, AND CURB AND GUTTER AT A UNIFORM GRADE BETWEEN ELEVATIONS DEPICTED ON THEDRAWINGS. 15.FOR ALL SITE GRADING, SMOOTH PARABOLIC TRANSITIONS SHALL BE MADE BETWEEN CHANGES IN SLOPE, UNLESS NOTED OTHERWISE IN THE DRAWINGS.PARABOLIC ROUNDING SHALL APPLY TO ALL CUT AND FILL SECTIONS. 16.FINISHED GRADE ELEVATION AT THE BUILDING FACE, WHERE NOT ADJACENT TO PAVEMENT, SHALL BE APPROXIMATELY 6 INCHES BELOW FINISHED FLOORELEVATION UNLESS OTHERWISE NOTED. 17.ALL PRESSURIZED OR SURCHARGED PIPELINES, PIPE FITTINGS, COUPLINGS, JOINTS, EXPANSION JOINTS, TANK CONNECTIONS, AND CHANNEL CONNECTIONSSHALL BE PROVIDED WITH THRUST RESTRAINT BASED ON SPECIFIED PRESSURES AND TEMPERATURES. 18.THE DRAWINGS INDICATE TYPES OF PIPE SUPPORT SYSTEMS AT VARIOUS LOCATIONS. HOWEVER, All PIPE SUPPORTS, HANGERS, BRACKETS, INSERTS ORBRACES ARE NOT SHOWN. DESIGN BUILDER SHALL REFER TO THE SPECIFICATIONS AND PROVIDE A COMPLETE SUPPORT SYSTEM AS REQUIRED. 19.THE TERM “PROPOSED” AS INDICATED ON THE DRAWINGS MEANS THE ITEM IS DESIGNED OR PLANNED TO BE PROVIDED BY OWNER OR OTHERS SEPARATEFROM THIS CONTRACT. THE TERM “FUTURE” AS INDICATED ON THE DRAWINGS REFERS TO THE ENGINEER’S INTERPRETATION OF THE ITEM FOR THE FUTURE,BASED ON AVAILABLE INFORMATION. 20.THE EXISTING FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. INDIVIDUAL FACILITIESCAN BE TAKEN OUT OF SERVICE FOR LIMITED PERIODS OF TIME TO FACILITATE CONSTRUCTION AS SPECIFIED IN THE CONTRACT DOCUMENTS. 21.STRUCTURES SUCH AS CURBS AND GUTTERS, CONCRETE AND ASPHALT DRIVES AND WALKWAYS, PAVING BRICKS, FENCING, RETAINING WALLS, ETC., CROSSEDBY PIPELINES ARE NOT ALL INDICATED IN PROFILE. DESIGN BUILDER SHALL RESTORE ANY EXISTING STRUCTURES THAT ARE DISTURBED, DAMAGED, ORREMOVED BY CONSTRUCTION. 22.DESIGN BUILDER SHALL REPLACE EXISTING PIPE CULVERTS THAT ARE REMOVED TO INSTALL NEW PIPELINES WITH NEW PIPE CULVERTS OF THE SAME SIZE,MATERIAL AND CONSTRUCTION AT THE SAME LOCATION AND INVERT ELEVATION AS THOSE THAT WERE REMOVED, AND SHAPE THE DITCH TO DRAIN WITH THEREPLACED CULVERT. DESIGN BUILDER SHALL PROVIDE ANY TEMPORARY CULVERTS THAT MAY BE REQUIRED FOR DESIGN BUILDER’S OPERATIONS. DESIGNBUILDER SHALL COORDINATE REMOVAL AND REPLACEMENT OF ANY CULVERTS WITHIN PUBLIC RIGHT-OF-WAY WITH THE REGULATING AGENCY. 23.FOR MEASUREMENT AND PAYMENT FOR PIPELINES, DESIGN BUILDER SHALL MEASURE HORIZONTALLY OR FROM STATION TO STATION AS SHOWN ORINDICATED ON THE DRAWINGS. NO DEDUCTION WILL BE MADE FOR SPACE OCCUPIED BY VALVES OR FITTINGS. 24.PROVIDE A MINIMUM 3 FEET COVER AND MAXIMUM OF 5 FOOT COVER FOR ALL PIPELINES BASED ON FINISHED GRADE. UNLESS OTHERWISE NOTED ONDRAWINGS. 25.DESIGN BUILDER SHALL DETERMINE ACCURATE LOCATION, ELEVATION, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINESBASED ON ACTUAL CONDITIONS IN THE FIELD, INCLUDING EXPOSING EXISTING PIPING, PRIOR TO FABRICATING NEW PIPING. DESIGN BUILDER SHALL PROVIDEFITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPINGAS APPLICABLE AND AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPELINES.DESIGN BUILDER SHALL PROVIDE TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED FOR DESIGN BUILDER’S TESTING AND DISINFECTION WORKBEFORE MAKING CONNECTION, WHERE APPLICABLE. DESIGN BUILDER SHALL COORDINATE MAKING EACH CONNECTION WITH THE OWNER. 26.PROVIDE BURIED POTABLE WATER PIPELINE HORIZONTAL AND VERTICAL SEPARATION FROM SANITARY SEWER AND OTHER PIPELINES AS REQUIRED BY THENORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY RULES AND REGULATIONS. 27.ALL HARDWARE FOR PIPE JOINTS, RESTRAINT RODS, ETC. SHALL BE TYPE 316 STAINLESS STEEL. 28.DEFLECTIONS FROM A STRAIGHT LINE OR GRADE SHALL NOT EXCEED THE MAXIMUM DEFLECTIONS SPECIFIED BY THE MANUFACTURER. 29.DESIGN BUILDER SHALL BE RESPONSIBLE FOR SUPPORTING ELECTRICAL POLES DURING EXCAVATION AND CONSTRUCTION. TH5B3 S SD TOP TOE EXISTING FACILITY LEGEND 4562.63 SPOT ELEVATION C-26 CURVE NUMBER 3:1 SLOPE RUN : RISE 2+50 STATION 1.5%PERCENT SLOPE 2183 DESIGN POINT NEW FACILITY LEGEND GENERAL NOTES CIVIL LEGENDS AND NOTES 1.LEGEND SYMBOLS AND ABBREVIATIONS SHOWN IN THIS DRAWING AREBASED ON A TEMPLATE THAT IS NOT PROJECT SPECIFIC. SOME LEGENDSYMBOLS AND ABBREVIATIONS ARE NOT USED ON THIS SPECIFICPROJECT, BUT ARE SHOWN TO PROVIDE A DICTIONARY FOR SYMBOLSAND ABBREVIATIONS THAT MAY ALSO BE USED DURING THE PROJECTCONSTRUCTION PHASE. LEGENDS NOTES: XXX MECHANICAL EQUIPMENT/VALVETAG, SEE P&ID LEGEND ANDABBREVIATIONS EQUIPMENT & VALVE TAG LEGEND GUY POLE GUY WIRE HANDHOLE LIGHT POLE UTILITY POLE POWER BOX/METER POWER MANHOLE POWER METER POWER PED TRANSFORMER STORM MANHOLE SEWER CLEANOUT SEWER MANHOLE CABLE MANHOLE CABLE BOX CABLE PEDESTAL GAS VALVE FIBER OPTIC BOX TEL-COM HANDHOLE TEL-COM PEDESTAL TELEPHONE MANHOLE BACKFLOW PREVENTOR FIRE HYDRANT WATER METER WATER VALVE WATER VAULT WELL UNDERGROUND TELEPHONE LINE UNDERGROUND FIBER OPTIC LINE USACE WETLAND AREA BOUNDARY UNDERGROUND GAS LINE UNDERGROUND ELECTRIC LINE UNDERGROUND WATER LINE SANITARY SEWER LINE STORM DRAIN LINE OVERHEAD WIRE T FO G E W SS OW TREELINE HH EM PPED CBOX TVPED GV TCHH TPED BFP WM WV SIGN UNDERGROUND CABLE LINECATV FLOOD LINE EASTERN RED CEDAR__JV LOBLOLLY PINE__PT WHITE OAK__QA WF WETLAND FLAG FENCEXX PUE TEMPORARY CONSTRUCTION EASEMENTTCE LIMIT OF DISTURBANCELOD PROPOSED TREE LINE/// SILT FENCE BLOCK AND GRAVEL INLET PROTECTION STONE OUTLET CURB INLET FILTER 44 ISSUED FOR CONSTRUCTION S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH TPED HH T T T T T T FO FO FO FOFO FO FO FO FO FO FO FO OW ASPHALT OW OW OW OW OW EA EA EA EA INV 4.9318" RCP INV 5.0918" RCP RI V E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE X(SHADED) ZONE AE(EL 9) MOT T S C R E E K SS SS SS SS SS SS SS SS SS SS SS 10' 87 7 8 8 7 GUARD RAIL LS APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN 10' PUBLIC UTILITY EASEMENT M.B. 53, PG. 269 R\W R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 MGS FOWP WV 10JV 10JV 15PT 10QA 18PT 10JV 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV WV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV 12JV WV 20QA 10JV 15PT 12QA 24QA 18QA IRF 3/8" DISTURBED 10PT 15PT 17PT WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 WF 1.3WF 1.4WF 1.5 WF 1.6 15PT 18QA DBL8PT 12PT 8JV 12QA 12PT 18QA DBL 10PT 10PT 18PT 12PT 12JV 10JV 10JV10JV 8JV 8JV 10JV WM W W W W CONC. RAMP TANK ONE STORY BLOCK BLDG.FFE 10.42' WV SS SS SS SS SS SS SS SS SS SS SS SS SS SS THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA LOT 1 SECTION 8 POINTE PLEASANT AT THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 59. PG. 128 ZONE X ZONE X ZONE X(SHADED) ZONE AE(EL 9) ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) SS 6.5' CLF 6.5' CLF GA T E G A T E 30' 3 0 ' 30'10' ZONE AE(EL 9) PA V E M E N T C U T PA V E M E N T C U T EA EA EA ASPHALT NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F CONTROLPOINT 2 ZONE X(SHADED) ZONE X(SHADED) WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS IPF 1" IRS 5/8" FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES 12" DIP FMBYPASS S26° 57' 15"W 2 3 6 . 5 1 ' N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 CONC. AS P H A L T AS P H A L T CONC. 10 111213 14 15 15 14 13 12 11 109 9 ZONE X(SHADED) 7 7 87 6 55 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 10 10 10 11 12 13 14 11 12 13 14 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37± 10 PAVEMENT CUT IRF 3/8" 10QA 10PT 12PT IRS 5/8" 12 ADJOINING PROPERTY LINE15 15 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) LANDSCAPED AREA HATCH CONC. AND BLOCK WALL TOP ELEVATIONVARIES EMERGENCY GENERATORCONC. PAD CONC. PADWITH SPIGOT EYEWASHSTATION VAULT WELL SPIGOT SPIGOT 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 POLE WITHANTENNA LIMIT OF LANDSCAPED AREA 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) CAPE FEAR PUBLIC UTILITY AUTHORITY PARID: R07600-006-086-000 D.B. 5330, PG. 1728, D.B. 2209, PG. 722 M.B. 37, PG. 98 33,692 S.F. / 0.77 AC. WWWW W W W APPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE) D1 1 0 0 0 FI L E : PL O T T E D : Business License No. F-0794319 N Third Street, Suite 202Wilmington, North Carolina 28401 Black & Veatch International Company GENERAL NOTES: 1.BORING LOCATIONS ARE FROM S&MEGEOTECHNICAL ENGINEERING REPORTDATED JUNE 2021. BORE HOLE LOCATIONSSHOWN ON DRAWINGS ARE APPROXIMATE.DESIGN BUILDER SHALL REFER TO THEGEOTECHNICAL REPORT FOR ACTUAL BORELOCATIONS AND FINDINGS OF THEGEOTECHNICAL INVESTIGATION. 2.CFPUA PERSONNEL SHALL HAVE ACCESS TOTHE EXISTING PUMP STATION SITE AT ALLTIMES DURING CONSTRUCTION AND THEACCESS SHALL REMAIN UNENCUMBEREDFROM CONSTRUCTION ACTIVITIES. 40'20'10'20'0 HORIZONTAL SCALE 1"=20' FD 1 1 0 0 0 C: \ P W _ W O R K I N G \ B V W _ A M E R I C A S _ 2 \ D 1 4 9 9 3 6 6 \ 4 0 9 2 0 4 - C - 1 0 1 . D W G 3/ 2 4 / 2 0 2 2 5 : 1 4 : 5 2 P M CAPE FEARPUBLIC UTILITYAUTHORITY MOTT'S CREEK PUMP STATION (PS-69) REPLACEMENT 409204 FINAL DESIGNNOT FORCONSTRUCTION MARCH 2022 43C-101 CIVIL EXISTING SITE PLAN MP FLL ME JGV 5 EXISTING 24"SANITARY SEWER EXISTING 12"SANITARY SEWER B-01 B-02 B-03 EXISTING HEADWORKSAND WET WELLEXISTING CHEMICALFEED STATION EXISTING PUMPSTATION BUILDING 44 ISSUED FOR CONSTRUCTION S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH TPED HH T T T T T T FO FO FO FOFO FO FO FO FO FO FO FO OW ASPHALT OW OW OW OW OW EA EA EA EA INV 4.9318" RCP INV 5.0918" RCP RI V E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE X (SHADED) ZONE AE (EL 9) MOT T S C R E E K SS SS SS SS SS SS SS SS SS SS SS 10' 87 7 8 8 7 GUARD RAIL LS APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN 10' PUBLIC UTILITY EASEMENT M.B. 53, PG. 269 R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 MGS FOWP WV 10JV 10JV 15PT 10QA 18PT 10JV 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV WV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV 12JV WV 20QA 10JV 15PT 12QA 24QA 18QA IRF 3/8" DISTURBED 10PT 15PT 17PT WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 WF 1.2 WF 1.1 WF 1.3WF 1.4WF 1.5 WF 1.6 15PT 18QA DBL8PT 12PT 8JV 12QA 12PT 18QA DBL 10PT 10PT 18PT 12PT 12JV 10JV 10JV10JV 8JV 8JV 10JV WM CONC. RAMP TANK ONE STORYBLOCK BLDG. FFE 10.42' SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA LOT 1 SECTION 8 POINTE PLEASANT AT THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 59. PG. 128 ZONE X ZONE X ZONE X(SHADED) ZONE AE (EL 9) ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) SS 6.5' CLF 6.5' CLF GA T E G A T E 30' 3 0 ' 30'10' ZONE AE(EL 9) PA V E M E N T C U T PA V E M E N T C U T EA EA EA ASPHALT NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F CONTROLPOINT 2 ZONE X(SHADED) ZONE X(SHADED) WETLANDS UPLANDS WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS IPF 1" IRS 5/8" FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES 12" DIP FMBYPASS S26° 57' 15"W 2 3 6 . 5 1 ' N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 CONC. AS P H A L T AS P H A L T CONC. 10 111213 14 15 15 14 13 12 11 109 9 ZONE X(SHADED) 7 7 87 6 55 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 10 10 10 11 12 13 14 11 12 13 14 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37±SSMHTOP 9.85INV IN 24" PVC = -8.27 INV OUT 24" PVC = -8.11 (SEE NOTE 10) 10 PAVEMENT CUT IRF 3/8" 10QA 10PT 12PT IRS 5/8" 12 ADJOINING PROPERTY LINE15 15 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) LANDSCAPED AREA HATCH CONC. AND BLOCK WALL TOP ELEVATIONVARIES EMERGENCY GENERATORCONC. PAD CONC. PADWITH SPIGOT EYEWASHSTATION VAULT WELL SPIGOT SPIGOT 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 POLE WITHANTENNA LIMIT OF LANDSCAPED AREA 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) APPARENTFLOW CAPE FEAR PUBLIC UTILITY AUTHORITY PARID: R07600-006-086-000 D.B. 5330, PG. 1728, D.B. 2209, PG. 722 M.B. 37, PG. 9833,692 S.F. / 0.77 AC. WWWW W W W APPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE) D1 1 0 0 0 FI L E : PL O T T E D : Business License No. F-0794319 N Third Street, Suite 202Wilmington, North Carolina 28401 Black & Veatch International Company GENERAL NOTES: 1.ALL TREES, STUMPS, AND BRUSH SHALLBE REMOVED TO THE EXTENTS SHOWNOR AS REQUIRED. NHC TREE REMOVALPERMIT REQUIRED PRIOR TO CLEARINGACTIVITIES 2.REMOVE AND SALVAGE EXISTINGSTANDBY GENERATOR AND FUEL TANK.DEMOLISH AND DISPOSE OF CONCRETEPAD, ELECTRICAL CONDUIT ANDANCILLARY PIPING AS REQUIRED FORNEW GENERATOR CONSTRUCTION. 3.ABANDON WELL PER NC 15A NCAC 02C.0100. CUT AND CAP EXISTING WATERMAIN AND ABANDON IN PLACE. 4.SAW CUT EXISTING ASPHALT AT POINT OFDEMOLITION TERMINATION. PROVIDE A 2'APRON OF ABC STONE, 5" DEPTH, FORTRANSITION OF ASPHALT TO EX. GRADE. 5.EX. SEWER TO REMAIN IN SERVICEDURING PUMP STATION CONSTRUCTION.DIVERT ALL SEWER TO REPLACEMENTPUMP STATION AFTER REPLACEMENTPUMP STATION IS CERTIFIED BY THEENGINEER AND WRITTEN APPROVAL ISRECEIVED FROM THE OWNER. BYPASSPUMPING AS REQUIRED FOR SEWERREPLACEMENT TO MEET THE CFPUATECHNICAL SPECIFICATION 01 51 00 -BYPASS PUMPING. BYPASS PUMPINGPLAN TO BE SUBMITTED TO ANDAPPROVED BY CFPUA PRIOR TO BYPASSPUMPING ACTIVITIES 6.ALL EXISTING ASPHALT INSIDE OF FENCESHALL BE DEMOLISHED AND REPLACEDPER SHEET C-103. 7.ALL SALVAGED ITEMS SHALL BETRANSPORTED TO 633 GROUNDWATERWAY. ALL ASSOCIATED COST TOTRANSPORT MATERIAL/EQUIPMENT ISDESIGN BUILDER'S RESPONSIBILITY. SEESPECIFICATION SECTION 02 41 00 -DEMOLITION FOR A LIST OF ITEMS TO BESALVAGED. OWNER SHALL PROVIDEEQUIPMENT AND LABOR FOR RECEIVINGSALVAGED ITEMS AT GROUNDWATERWAY. 8.ALL SALVAGE ITEMS SHALL BETRANSPORTED TO 633 GROUNDWATERWAY. ALL ASSOCIATED COST TOTRANSPORT MATERIAL / EQUIPMENT ISCONTRACTOR'S RESPONSIBILITY. MEANSOF UNLOADING AND STORING AT 633GROUNDWATER WAY IS THERESPONSIBILITY OF CFPUA 40'20'10'20'0 HORIZONTAL SCALE 1"=20' FD 1 1 0 0 0 C: \ P W _ W O R K I N G \ B V W _ A M E R I C A S _ 2 \ D 1 4 9 9 3 6 6 \ 4 0 9 2 0 4 - C - 1 0 2 . D W G 6/ 7 / 2 0 2 2 1 : 0 6 : 4 3 P M CAPE FEARPUBLIC UTILITYAUTHORITY MOTT'S CREEK PUMP STATION (PS-69) REPLACEMENT 409204 FINAL DESIGNNOT FORCONSTRUCTION MARCH 2022 43C-102 CIVIL DEMOLITION SITE PLAN MP FLL ME JGV 6 LEGEND: DEMOLISH AND DISPOSE REMOVE AND SALVAGE CAP 24" SEWER ANDABANDON IN PLACEFOR NEW MANHOLEINSTALLATION SEE NOTE 4 REMOVE FENCE EXISTING ODORCONTROL STRUCTURETO REMAIN. PROTECTDURING CONSTRUCTION DEMOLISHEXISTINGASPHALTSEE NOTE 6 REMOVE ANDREPLACE GENERATORAND FUEL TANKSEE NOTE 2 DEMOLISH HEADWORKS,WET WELL, PUMPS ANDPUMP HOUSE TO A DEPTHOF 4' BELOW GRADE ANDFBACKFILL AND COMPACT(95% AASHTO) INTERIORSPACE SEE NOTE 3 REMOVE POLE AND ANTENNA DEMOLISH EXISTING12" BYPASS. CAP ANDABANDON IN PLACE CUT AND CAPEXISTING FORCE MAIN.ABANDON IN PLACEREMOVE REMAININGPIPE TO PROPOSEDCONNECTION LOCATE AND PROTECTEX. EYE WASH STATION DEMOLISH ENDCEDAR. PROTECTREMAININGCEDARS SALVAGE LIST 1.ALL PUMPS 2.ALL LIFT OUT RAILS 3.PUMP CONTROL CABINETS ( PUMPSONLY) SOFT STARTS, CONTACTORSAND RELAYS 4.RETRO PACK CONTROLLER ( IN PUMPCONTROL PANEL)AND BELL (IN WETWELL) 5.MAIN DISCONNECT 6.SURGE PROTECTION DEVICE 7.GENERATOR TRANSFER SWITCH 8.GENERATOR 9.DUMPSTER 10.SCADA ACE 3600 44 ISSUED FOR CONSTRUCTION S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH TPED HH T T T T T T FO FO FO FOFO FO FO FO FO FO FO FO OW ASPHALT OW OW OW OW OW EA EA EA EA INV 4.9318" RCP INV 5.0918" RCP RI V E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE X (SHADED) ZONE AE (EL 9) MOT T S C R E E K SS SS SS SS SS SS SS SS SS SS SS 10' 87 7 8 8 7 GUARD RAIL LS APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN 10' PUBLIC UTILITY EASEMENT M.B. 53, PG. 269 R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 MGS FOWP 10JV 15PT 10QA 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV IRF 3/8" DISTURBED WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 WF 1.2 WF 1.1 WF 1.3WF 1.4WF 1.5 WF 1.6 12QA 12PT 18QA DBL 10PT 10PT 18PT 12PT TANK SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA LOT 1 SECTION 8 POINTE PLEASANT AT THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 59. PG. 128 ZONE X ZONE X ZONE X(SHADED) ZONE AE (EL 9) ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) SS 6.5' CLF 6.5' CLF GA T E G A T E 30' 3 0 ' 30'10' ZONE AE(EL 9) PA V E M E N T C U T PA V E M E N T C U T EA NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F CONTROLPOINT 2 ZONE X(SHADED) ZONE X(SHADED) WETLANDS UPLANDS WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS IPF 1" IRS 5/8" FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES S26° 57' 15"W 2 3 6 . 5 1 ' N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 AS P H A L T CONC. 10 111213 14 15 15 14 13 12 11 109 9 ZONE X(SHADED) 7 7 87 6 55 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 10 10 10 11 12 13 14 11 12 13 14 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37±SSMHTOP 9.85INV IN 24" PVC = -8.27 INV OUT 24" PVC = -8.11 (SEE NOTE 10) 10 PAVEMENT CUT IRF 3/8" IRS 5/8" 12 ADJOINING PROPERTY LINE15 15 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) LANDSCAPED AREA CONC. AND BLOCK WALL TOP ELEVATIONVARIES EYEWASHSTATION VAULT SPIGOT 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 LIMIT OF LANDSCAPED AREA 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) APPARENTFLOW CAPE FEAR PUBLIC UTILITY AUTHORITY PARID: R07600-006-086-000 D.B. 5330, PG. 1728, D.B. 2209, PG. 722 M.B. 37, PG. 9833,692 S.F. / 0.77 AC. X X X X X X X X X X X X XXXXXXX X X X 10 10 10 11 10 /// // / // / // / // / /// //////////// /// /// /// /// /// /// /// ///////// /// TCE TC E TC E TC E TC E TC E TC E TC E TC E TC E TCE 10 11GENERATOR PADEL = 11.0SEE NOTE 8 EX. ODOR CONTROL ASPHALT PAVING 16" FORCE MAIN(INFLUENT) ELECTRICALBUILDING / PADEL = 11.0 20" FORCE MAIN(EFFLUENT) 25' TEMP EASEMENT 6'X 6' TRANSFORMER PADEL = 11.0 CONNECT TOEXISTING 16" FORCEMAIN, SEE NOTE 4 CONNECT TO EXISTING20" FORCE MAIN 2" WATERMETERSEE NOTE 2 CONNECT TOEXISTINGWATER MAINCONNECT TO EXISTINGWATER MAIN WITH 2"SERVICE SADDLE(LOCATION OF WATERMAIN IS APPROXIMATE)SEE NOTE 7 2" WATER SERVICEMAIN 3' MIN COVER PV-001 30" SEWERBYPASS PROPOSEDTREE LINE 12" FORCE MAIN(DIESEL BYPASS) 1/2" SCH 80 PVCW/SSTL VALVECHEMICAL FEED PIPE PV-003 8" SRV DRAIN PV-002 20"X 16"REDUCER PV-005 20" PV (PV-007) 20" TEE 20" PV (PV-006) MJ PLUG TREE PROTECTION FENCE TREE PROTECTION FENCE 30' DOUBLESWING GATE 16" FORCE MAIN(INFLUENT) 2" PVC DRAIN GRASS ABCSTONE GRASS ABCSTONE 25'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 C C-501NEW SITEFENCE A C-501 BOLLARD(TYP) A C-503 SILTFENCE A C-503 TREE PROTECTIONFENCE (TYP) 25'B C-502 SAMPLINGSTATION C C-502 BACKFLOWPREVENTIONASSEMBLY D C-503 SILT FENCEOUTLET (TYP) SEE NOTE 1SEE NOTE 1 DIESEL BYPASSPUMP AND PAD D C-502 YARDHYDRANT SEE NOTE 9 S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH TPED HH T T T T T T FO FO FO FOFO FO FO FO FO FO FO FO OW ASPHALT OW OW OW OW OW EA EA EA EA INV 4.9318" RCP INV 5.0918" RCP RI V E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE X (SHADED) ZONE AE (EL 9) MOT T S C R E E K SS SS SS SS SS SS SS SS SS SS SS 10' 87 7 8 8 7 GUARD RAIL LS APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN 10' PUBLIC UTILITY EASEMENT M.B. 53, PG. 269 R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 MGS FOWP 10JV 15PT 10QA 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV IRF 3/8" DISTURBED WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 WF 1.2 WF 1.1 WF 1.3WF 1.4WF 1.5 WF 1.6 12QA 12PT 18QA DBL 10PT 10PT 18PT 12PT TANK SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA LOT 1 SECTION 8 POINTE PLEASANT AT THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 59. PG. 128 ZONE X ZONE X ZONE X(SHADED) ZONE AE (EL 9) ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) SS 6.5' CLF 6.5' CLF GA T E G A T E 30' 3 0 ' 30'10' ZONE AE(EL 9) PA V E M E N T C U T PA V E M E N T C U T EA NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F CONTROLPOINT 2 ZONE X(SHADED) ZONE X(SHADED) WETLANDS UPLANDS WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS IPF 1" IRS 5/8" FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES S26° 57' 15"W 2 3 6 . 5 1 ' N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 AS P H A L T CONC. 10 111213 14 15 15 14 13 12 11 109 9 ZONE X(SHADED) 7 7 87 6 55 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 10 10 10 11 12 13 14 11 12 13 14 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37±SSMHTOP 9.85INV IN 24" PVC = -8.27 INV OUT 24" PVC = -8.11 (SEE NOTE 10) 10 PAVEMENT CUT IRF 3/8" IRS 5/8" 12 ADJOINING PROPERTY LINE15 15 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) LANDSCAPED AREA CONC. AND BLOCK WALL TOP ELEVATIONVARIES EYEWASHSTATION VAULT SPIGOT 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 LIMIT OF LANDSCAPED AREA 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) APPARENTFLOW CAPE FEAR PUBLIC UTILITY AUTHORITY PARID: R07600-006-086-000 D.B. 5330, PG. 1728, D.B. 2209, PG. 722 M.B. 37, PG. 9833,692 S.F. / 0.77 AC. X X X X X X X X X X X X XXXXXXX X X X 10 10 10 11 10 /// // / // / // / // / /// //////////// /// /// /// /// /// /// /// ///////// /// TCE TC E TC E TC E TC E TC E TC E TC E TC E TC E TCE 10 11GENERATOR PADEL = 11.0SEE NOTE 8 EX. ODOR CONTROL ASPHALT PAVING 16" FORCE MAIN(INFLUENT) ELECTRICALBUILDING / PADEL = 11.0 20" FORCE MAIN(EFFLUENT) 25' TEMP EASEMENT 6'X 6' TRANSFORMER PADEL = 11.0 CONNECT TOEXISTING 16" FORCEMAIN, SEE NOTE 4 CONNECT TO EXISTING20" FORCE MAIN 2" WATERMETERSEE NOTE 2 CONNECT TOEXISTINGWATER MAINCONNECT TO EXISTINGWATER MAIN WITH 2"SERVICE SADDLE(LOCATION OF WATERMAIN IS APPROXIMATE)SEE NOTE 7 2" WATER SERVICEMAIN 3' MIN COVER PV-001 30" SEWERBYPASS PROPOSEDTREE LINE 12" FORCE MAIN(DIESEL BYPASS) 1/2" SCH 80 PVCW/SSTL VALVECHEMICAL FEED PIPE PV-003 8" SRV DRAIN PV-002 20"X 16"REDUCER PV-005 20" PV (PV-007) 20" TEE 20" PV (PV-006) MJ PLUG TREE PROTECTION FENCE TREE PROTECTION FENCE 30' DOUBLESWING GATE 16" FORCE MAIN(INFLUENT) 2" PVC DRAIN GRASS ABCSTONE GRASS ABCSTONE 25'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 C C-501NEW SITEFENCE A C-501 BOLLARD(TYP) A C-503 SILTFENCE A C-503 TREE PROTECTIONFENCE (TYP) 25'B C-502 SAMPLINGSTATION C C-502 BACKFLOWPREVENTIONASSEMBLY D C-503 SILT FENCEOUTLET (TYP) SEE NOTE 1SEE NOTE 1 DIESEL BYPASSPUMP AND PAD D C-502 YARDHYDRANT SEE NOTE 9 S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH TPED HH T T T T T T FO FO FO FOFO FO FO FO FO FO FO FO OW ASPHALT OW OW OW OW OW EA EA EA EA INV 4.9318" RCP INV 5.0918" RCP RI V E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE X (SHADED) ZONE AE (EL 9) MOT T S C R E E K SS SS SS SS SS SS SS SS SS SS SS 10' 87 7 8 8 7 GUARD RAIL LS APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN 10' PUBLIC UTILITY EASEMENT M.B. 53, PG. 269 R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 MGS FOWP 10JV 15PT 10QA 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV IRF 3/8" DISTURBED WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 WF 1.2 WF 1.1 WF 1.3WF 1.4WF 1.5 WF 1.6 12QA 12PT 18QA DBL 10PT 10PT 18PT 12PT TANK SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA LOT 1 SECTION 8 POINTE PLEASANT AT THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 59. PG. 128 ZONE X ZONE X ZONE X(SHADED) ZONE AE (EL 9) ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) SS 6.5' CLF 6.5' CLF GA T E G A T E 30' 3 0 ' 30'10' ZONE AE(EL 9) PA V E M E N T C U T PA V E M E N T C U T EA NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21) USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F CONTROLPOINT 2 ZONE X(SHADED) ZONE X(SHADED) WETLANDS UPLANDS WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS IPF 1" IRS 5/8" FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES S26° 57' 15"W 2 3 6 . 5 1 ' N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 AS P H A L T CONC. 10 111213 14 15 15 14 13 12 11 109 9 ZONE X(SHADED) 7 7 87 6 55 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 10 10 10 11 12 13 14 11 12 13 14 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37±SSMHTOP 9.85INV IN 24" PVC = -8.27 INV OUT 24" PVC = -8.11 (SEE NOTE 10) 10 PAVEMENT CUT IRF 3/8" IRS 5/8" 12 ADJOINING PROPERTY LINE15 15 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) LANDSCAPED AREA CONC. AND BLOCK WALL TOP ELEVATIONVARIES EYEWASHSTATION VAULT SPIGOT 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 30' BERM ANDLANDSCAPE EASEMENT M.B. 53, PAGE 269 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 LIMIT OF LANDSCAPED AREA 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) APPARENTFLOW CAPE FEAR PUBLIC UTILITY AUTHORITY PARID: R07600-006-086-000 D.B. 5330, PG. 1728, D.B. 2209, PG. 722 M.B. 37, PG. 9833,692 S.F. / 0.77 AC. X X X X X X X X X X X X XXXXXXX X X X 10 10 10 11 10 /// // / // / // / // / /// //////////// /// /// /// /// /// /// /// ///////// /// TCE TC E TC E TC E TC E TC E TC E TC E TC E TC E TCE 10 11GENERATOR PADEL = 11.0SEE NOTE 8 EX. ODOR CONTROL ASPHALT PAVING 16" FORCE MAIN(INFLUENT) ELECTRICALBUILDING / PADEL = 11.0 20" FORCE MAIN(EFFLUENT) 25' TEMP EASEMENT 6'X 6' TRANSFORMER PADEL = 11.0 CONNECT TOEXISTING 16" FORCEMAIN, SEE NOTE 4 CONNECT TO EXISTING20" FORCE MAIN 2" WATERMETERSEE NOTE 2 CONNECT TOEXISTINGWATER MAINCONNECT TO EXISTINGWATER MAIN WITH 2"SERVICE SADDLE(LOCATION OF WATERMAIN IS APPROXIMATE)SEE NOTE 7 2" WATER SERVICEMAIN 3' MIN COVER PV-001 30" SEWERBYPASS PROPOSEDTREE LINE 12" FORCE MAIN(DIESEL BYPASS) 1/2" SCH 80 PVCW/SSTL VALVECHEMICAL FEED PIPE PV-003 8" SRV DRAIN PV-002 20"X 16"REDUCER PV-005 20" PV (PV-007) 20" TEE 20" PV (PV-006) MJ PLUG TREE PROTECTION FENCE TREE PROTECTION FENCE 30' DOUBLESWING GATE 16" FORCE MAIN(INFLUENT) 2" PVC DRAIN GRASS ABCSTONE GRASS ABCSTONE 25'1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 C C-501NEW SITEFENCE A C-501 BOLLARD(TYP) A C-503 SILTFENCE A C-503 TREE PROTECTIONFENCE (TYP) 25'B C-502 SAMPLINGSTATION C C-502 BACKFLOWPREVENTIONASSEMBLY D C-503 SILT FENCEOUTLET (TYP) SEE NOTE 1SEE NOTE 1 DIESEL BYPASSPUMP AND PAD D C-502 YARDHYDRANT SEE NOTE 9 POINT TABLE POINT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 NORTHING N 139794.02 N 139755.39 N 139792.86 N 139793.97 N 139828.58 N 139793.26 N 139847.14 N 139837.23 N 139845.60 N 139875.52 N 139867.16 N 139882.16 N 139861.74 N 139784.45 N 139910.92 N 139858.73 N 139824.31 N 139740.18 N 139718.14 N 139723.63 EASTING E 2328226.67 E 2328247.45 E 2328319.29 E 2328327.71 E 2328341.54 E 2328333.35 E 2328346.94 E 2328320.43 E 2328314.46 E 2328310.52 E 2328294.03 E 2328294.19 E 2328278.10 E 2328193.15 E 2328292.12 E 2328360.31 E 2328364.90 E 2328299.54 E 2328293.77 E 2328254.47 ELEVATION 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 10.50 9.70 9.20 11.50 10.70 9.80 9.50 9.50 DESCRIPTION STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG STRUCTURE CORENER - FG FENCE CORNER FENCE CORNER FENCE CORNER FENCE CORNER FENCE CORNER FENCE CORNER FENCE CORNER APPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE) D1 1 0 0 0 FI L E : PL O T T E D : Business License No. F-0794319 N Third Street, Suite 202Wilmington, North Carolina 28401 Black & Veatch International Company GENERAL NOTES: 1.COMPOSITE MANHOLE SHALL BEARMOROCK OR EQUAL MEETINGCFPUA STANDARD SPECIFICATIONSSEE SPECIFICATION SECTION 33 05 14 2.WATER METER WILL BE PROVIDED BYCFPUA. DESIGN BUILDER SHALLINSTALL WATER METER INACCORDANCE WITH CFPUASTANDARD SPECIFICATIONS. METERBOX AND ASSOCIATEDAPPURTENANCES SHALL BEPROVIDED BY DESIGN BUILDER. 3.SAMPLING STATION SHALL BEPROVIDED IN ACCORDANCE WITHCFPUA STANDARD SPECIFICATIONS. 4.EX. 16" FORCE MAIN CURRENTLYUNDER CONSTRUCTION.CONNECTION WILL BE TO A PLAIN ENDWITH MJ PLUG. IF THE 16" FORCEMAIN (BY OTHERS) IS COMPLETEDPRIOR TO COMPLETION OF THE PUMPSTATION, A TEMPORARY PIPE WILL BEINSTALLED ABOVE GRADE (BYOTHERS) TO THE EXISTINGUPSTREAM 12" MANHOLE FOR THETESTING PERIOD. PLACEMENT OFTHE TEMPORARY FORCE MAIN WILLBE COORDINATED WITHDESIGN-BUILDER AND FORCE MAINCONTRACTOR. 5.THE EXISTING PUMP STATION #69WILL REMAIN IN OPERATION DURINGCONSTRUCTION. BYPASS PUMPINGWILL BE PROVIDED DURINGCONSTRUCTION OF GRAVITY SEWERAND TRANSFER OF SERVICE TO NEWPUMP STATION. 6.BYPASS PUMPING AS REQUIRED FORSEWER REPLACEMENT TO MEET THECFPUA TECHNICAL SPECIFICATION 0151 00 - BYPASS PUMPING. A BYPASSPUMPING PLAN SHALL BE SUBMITTEDTO CFPUA FOR REVIEW ANDAPPROVAL PRIOR TO BYPASSPUMPING ACTIVITIES. 7.TAP 2" SERVICE ON THE C905 PVCBETWEEN THE HDPE/PVC TRANSITIONAND THE ISOLATION VALVE (TAPPINGON THE HDPE IS NOT ALLOWED) 8.DIRECT THE GENERATOR EXHAUSTTOWARDS MOTT'S CREEK. 9.VERIFY ELEVATIONS OF EXISTING 16"AND 20" FORCE MAINS TO BE TIEDINTO IN ORDER TO DICTATEELEVATIONS OF NEW FORCE MAINSAT CROSSING. MINIMUM VERTICALSEPARATION OF 12" IS REQUIREDWITH BRIDGING REQUIRED IFSEPARATION US UNDER 18". VALVES RINGS WILL BE PAINTED ASFOLLOWS: PV-001 - BLUE PV-002 - GREEN PV-003 - RED PV-005 - PURPLE PV-006 - ORANGE PV-007 - BLACK 40'20'10'20'0 HORIZONTAL SCALE 1"=20' FD 1 1 0 0 0 C: \ P W _ W O R K I N G \ B V W _ A M E R I C A S _ 2 \ D 1 4 9 9 3 6 6 \ 4 0 9 2 0 4 - C - 1 0 3 . D W G 6/ 7 / 2 0 2 2 2 : 0 7 : 2 1 P M CAPE FEARPUBLIC UTILITYAUTHORITY MOTT'S CREEK PUMP STATION (PS-69) REPLACEMENT 409204 FINAL DESIGNNOT FORCONSTRUCTION MARCH 2022 43C-103 CIVIL PROPOSED SITE PLAN MP FLL ME JGV 7 44 ISSUED FOR CONSTRUCTION S5 2 ° 3 1 ' 4 6 " E 13 1 . 7 6 HH HH T T T FO FO FOFO FO FO FO OW OW OW EA INV 4.9318" RCPRIV E R R O A D ( S R 1 1 0 0 ) 10 0 ' P U B L I C R I G H T O F W A Y SSMHTOP 7.25 INV 12" PVC = -4.51 INV OUT 12" PVC = -5.98 SSMHTOP 8.88 INV IN 12" = -4.19 INV OUT 12" PVC = -4.48 ZONE X(SHADED) ZONE AE(EL 9) ZONE AE(EL 9) ZONE X(SHADED) ZONE AE (EL 9) MOT T S C R E E K SS SS SS SS 87 7 GUARD RAIL APPROXIMATE CENTERLINE OF CREEK FROM AERIAL PHOTOGRAPH SIGN R\ W 30 ' 30' WATER AND SANITARY SEWER EASEMENT D.B. 2116, PG. 193 M.B. 35, PG. 351 FOWP 10JV 15PT 10QA 18PT 10JV 10JV 10JV 10JV 8JV 6JV6JV 8JV10JV 6JV 10JV 6JV 8JV8JV 4JV 10JV 18JV 12JV 12JV 8PT WF 1.16 WF 2.5 WF 2.4 WF 1.17 WF 2.3 WF 1.19 WF 2.2 WF 2.1 WF 1.20 WF 1.15 WF 1.14 8JV 8JV 10JV 8JV 10JV 10JV 10JV 10JV12JV IRF 3/8" WF 1.13 WF 1.12 WF 1.11 12JV IRF 3/8" DISTURBED WF 1.10 WF 1.09 WF 3.4 WF 3.5WF 1.7 WF 3.3WF 3.2 WF 1.8 WF 1.9 3.1 TANK SS SS SS SS SS SS SS SS SS SS SS ZONE X ZONE X(SHADED) ZONE AE (EL 9) ZONE X(SHADED) SS 6.5' CLF GA T E 30'10' ZONE AE(EL 9) EA NCDCM VERIFIED COASTAL WETLAND LINE AND NORMAL HIGH WATER LINE (6-2-21)USACE 404 WETLAND AREA USACE 404WETLAND AREA 6. 5 ' C L F 6.5 ' C L F ZONE X(SHADED) WETLANDS UPLANDSWETLANDS UPLANDS WETLANDS UPLANDS WETLANDS WETLANDS WETLANDS UPLANDSUPLANDS FM FM FM FM ADJOINING PROPERTY LINE THE VILLAGE AT MOTTS LANDING HOMEOWNERS ASSOCIATION THE VILLAGE AT MOTTS LANDING PHASE 1 M.B. 53. PG. 269 RECREATIONAL AREA OW OW 24" DIPPIG LAUNCHER AND VALVES N4 5 ° 1 2 ' 2 7 " W 17 6 . 3 7 AS P H A L T CONC. 7 7 87 6 5 5 6 4 3 3 4 9 8 7 77 8 9 10 10 10 11 10 10 11 12 13 15 11 N37° 28' 14"E 210.06'TOTAL 59.95'150.11' SSMHTOP 13.95 INV IN 24" PVC NE = -8.25± INV IN 12" PVC SW = -6.60± INV OUT 24" PVC = -8.37± 10 IRF 3/8" IRS 5/8" 12 30 ' 30' AEC SETBACK (AREA OF ENVIRONMENTAL CONCERN) CONC. AND BLOCK WALL TOP ELEVATIONVARIES EYEWASHSTATION VAULT SPIGOT 10' ACCESS EASEMENT TO FUTURE AMENITY M.B. 53, PAGE 269 X X X X XXXXXXX X X X 10 10 10 11 10 /// // / // / // / // / /// /// /// /// /// /// ///////// /// TCE TC E TC E TC E TC E TC E TC E TC E TC E 11 1+00 1+50 STA 1+00.00SSMH-01 (72" DIA)N 139848.90E 2328238.02 STA 1+56.87SSMH-02 (72" DIA) COMPOSITEN 139882.47E 2328283.93 GENERATOR PADEL 11.0 ASPHALT PAVING 20" FORCE MAIN(EFFLUENT) 36" PVC SEWER 36" INV IN = -8.50 25' TEMP EASEMENT SEE PROFILE A SEE NOTE 2 -10 -5 0 5 10 15 20 25 -10 -5 0 5 10 15 20 25 0+50 1+00 2+00 ST A 1 + 0 0 . 0 0 MH S S M H - 0 1 ( 7 2 " D I A ) RI M 9 . 5 8 WA T E R T I G H T (S W ) I N V I N - 8 . 4 2 ( 1 6 " ) (N W ) I N V I N - 8 . 4 2 ( 2 4 " ) (N E ) I N V O U T - 8 . 4 3 ( 3 6 " ) ST A 1 + 5 6 . 8 7 MH S S M H - 0 2 ( 7 2 " D I A ) RI M 1 1 . 0 0 (S W ) I N V I N - 8 . 4 6 ( 3 6 " ) (S E ) I N V O U T - 8 . 4 7 ( 3 6 " ) 36" DIA,L=56.87',S=0.05% EXISTINGGRADE 36" DIA, L=9.31', S=-0.05% WET WELLSTRUCTURE 16" FM APPROVED: DESIGNED: DETAILED: CHECKED: DATE: REVISIONS AND RECORD OF ISSUE OF PROJECT NO.: 43211/20(SCALE BAR IS 4" AT FULL SCALE) Kansas City, MissouriBlack & Veatch Corporation D1 1 0 0 0 FI L E : PL O T T E D : Business License No. F-0794319 N Third Street, Suite 202Wilmington, North Carolina 28401 Black & Veatch International Company GENERAL NOTES: 1.DESIGN-BUILDER TOMAINTAIN MINIMUM GRAVITYSEWER SLOPEREQUIREMENTS PER NCDEQ. 2.MANHOLE IS A FLAT TOPCOMPOSITE MANHOLE(ARMOROCK OR EQUAL)WITH 3'X 3' ACCESS HATCHWITH SAFETY GRATE. 3.BYPASS PUMPING PLANSSHALL BE SUBMITTED TOCFPUA FOR REVIEW ANDAPPROVAL. 40'20'10'20'0 HORIZONTAL SCALE 1"=20' FD 1 1 0 0 0 C: \ P W _ W O R K I N G \ B V W _ A M E R I C A S _ 2 \ D 1 4 9 9 3 6 6 \ 4 0 9 2 0 4 - C - 1 0 4 . D W G 6/ 7 / 2 0 2 2 1 : 4 4 : 1 4 P M CAPE FEARPUBLIC UTILITYAUTHORITY MOTT'S CREEK PUMP STATION (PS-69) REPLACEMENT 409204 FINAL DESIGNNOT FORCONSTRUCTION MARCH 2022 43C-104 CIVIL 24" GRAVITY SEWER REPLACEMENT - PLAN AND PROFILE MP FLL ME JGV 8 5'3'0 5'10' VERTICAL SCALE 1"=5' 25'50'0 50'100' HORIZONTAL SCALE 1"=50'A - SEWER PROFILE PLAN VIEW 1"=20' 44 ISSUED FOR CONSTRUCTION