Loading...
HomeMy WebLinkAboutUPDATED 5.10.21 Appendix A Duck DrawingsCO V E R S H E E T CS 1 --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY NORTH DARE COUNTY BEACHES TOWN OF DUCK BEACH NOURISHMENT PROJECT DARE COUNTY, NORTH CAROLINA 1 2 3-7 8-9 10 11 COVER SHEET PROJECT OVERVIEW BEACH FILL PLAN VIEWS BEACH FILL PROFILES BORROW AREA A PLAN VIEW & COORDINATE TABLE BORROW AREA A CROSS SECTIONS LOCATION MAP N GRAPHIC SCALE IN FT 1600080000 TOWN OF SOUTHERN SHORES TOWN OF DUCK TOWN OF KILL DEVIL HILLS TOWN OF KITTY HAWK ATLANTIC OCEAN CU R R I T U C K S O U N D KITTY HAWK BAY BORROW AREA A PROJECT FILL AREA CHARLOTTE GREENSBORO RALEIGH JACKSONVILLE OUTE R PAMI L I C O SOUN D SOUTH CAROLINA VIRGINIA CAPE HATTERAS CAPE LOOKOUT NORT H C A R O L I N A ATLANTIC OCEAN CURRITUCK SOUND DARE COUNTY CURRITUCK COUNTY PAMILICO SOUND CAPE FEAR ATLANTIC OCEAN BANK S TALLAHASSEE PROJECT LOCATION PROJECT LOCATION N 83 7 0 0 0 E 29 6 2 0 0 0 E 30 1 2 0 0 0 E 30 3 7 0 0 0 E 30 1 2 0 0 0 E 29 8 7 0 0 0 E 29 6 2 0 0 0 E 29 3 7 0 0 0 N 86 2 0 0 0 N 83 7 0 0 0 N 86 2 0 0 0 N 88 7 0 0 0 N 91 2 0 0 0 N 88 7 0 0 0 N 91 2 0 0 0 E 29 8 7 0 0 0 E 29 3 7 0 0 0 N 93 7 0 0 0 N 81 2 0 0 0 PR O J E C T O V E R V I E W OV 2 --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 0 4000 8000 GRAPHIC SCALE IN FT N 1.DATE OF AERIAL PHOTOGRAPHY: DECEMBER 3, 2020. SATELLITE SENTINEL 2. 2.COORDINAT ES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.TO AVOID IMPACTS TO SHIPWRECK FRAGMENTS, THE SUBMERGED PIPELINE SHALL NOT COME ON-SHORE IN THE VICINITY OF THE SHIPWRECK FRAGMENTS. ATLANTIC OCEAN BORROW AREA A CURRITUCK SOUND KITTY HAWK BAY TOWN OF SOUTHERN SHORES TOWN OF KITTY HAWK TOWN OF KILL DEVIL HILLS 15.3 ST A T U T E M I L E S TOWN OF DUCK PROJECT LIMITS NOTES: D- 2 2 D- 2 3 D- 2 4 CONSTRUCTION ACCESS E 295 8 0 0 0 E 295 9 0 0 0 N 90 1 0 0 0 E 296 0 0 0 0 E 296 0 0 0 0 E 295 9 0 0 0 N 90 0 0 0 0 N 89 9 0 0 0 N 90 0 0 0 0 N 89 8 9 9 8 0 0 -10-10 -10 -10 -5 -5 -5 -5 5 5 10 10 15 15 15 15 20 20 20 20 2020 MHW (EL. 1.18') 2020 MLW (EL. -2.05') STAGING AREA SA N D Y R I D G E R D E SPINNAKER CT SHIP W A T C H IS L A N D S T A T I O N B A R R I E R GRAPHIC SCALE IN FT 2001000 N BE A C H F I L L P L A N V I E W PV-1 3 MA T C H L I N E S H E E T 4 NOTES: 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 DUNE CREST -12 --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY D- 1 8 ATLANTIC OCEAN DUCK USACE-CEERD-HF-A. FIELD RESEARCH FACILITY 1261 DUCK RD. KITTY HAWK, N.C. 27949 N 90 1 0 0 0 N 90 2 0 0 0 SP Y G L A S S R D NO R B A N K S D- 1 9 D- 2 0 D- 2 1 N 90 3 0 0 0 SO U T H E R N PR O J E C T L I M I T SPINDRIFT LANE 0 -10 -5 5 10 15 15 20 20 0 -10 -10 -10 -5 5 10 15 15 20 20 E 295 9 0 0 0 E 295 8 0 0 0 E 295 8 0 0 0 E 295 9 0 0 0 N 90 2 0 0 0 N 90 3 0 0 0 N 90 1 0 0 0 N 2020 MHW (EL. 1.18') 2020 MLW (EL. -2.05') PROJECT BASELINE STAGING AREA CONSTRUCTION ACCESS SEAWARD TOE OF DUNE LANDWARD LIMIT OF FILL SEAWARD TOE OF BEACH FILL BEACH FILL BERM CREST 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. GRAPHIC SCALE IN FT 2001000 NOTES: N BE A C H F I L L P L A N V I E W PV-2 4 MA T C H L I N E S H E E T 5 LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 DUNE CREST -12 --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY MA T C H L I N E S H E E T 3 S S N O W G E E S E D R BUFFLEHEAD DR PI N T A I L D R CA N V A S B A C K D R ATLANTIC OCEAN WO O D D U C K R D WI D G E O N R D N S N O W G E E S E D R N 90 4 0 0 0 N 90 5 0 0 0 DUCK D- 1 7 D- 1 6 SPINDRIFT LANE 0 -10 -10 -10 -5 5 10 15 15 20 20 0 -10 -5 5 10 10 15 15 20 20 E 295 8 0 0 0 E 295 7 0 0 0 E 295 7 0 0 0 E 295 8 0 0 0 N 90 4 0 0 0 N 90 3 0 0 0 N 90 5 0 0 0 2020 MLW (EL. -2.05') PROJECT BASELINE 2020 MHW (EL. 1.18') BEACH FILL BERM CREST SEAWARD TOE OF BEACH FILL SEAWARD TOE OF DUNE LANDWARD LIMIT OF FILL BE A C H F I L L P L A N V I E W PV-3 5 MA T C H L I N E S H E E T 6 MA T C H L I N E S H E E T 4 GRAPHIC SCALE IN FT 2001000 NOTES: 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. N LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 DUNE CREST --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY -12 MA L L A R D D R SE A T E R N D R E T R I N I T I E D R QUARTERDECK DRDI A N N E S T SP R I G T A I L D R OL D S Q U A W D R BUFFLEHEAD RDD- 1 5 N 90 6 0 0 0 N 90 7 0 0 0 D- 1 4 D- 1 3 DUCK N 90 8 0 0 0 0 -10 -10 -5 5 10 15 15 20 20 0 -10 -10 -10 -5 5 10 10 15 15 20 20 E 295 7 0 0 0 E 295 6 0 0 0 295 7 0 0 0 E 295 7 0 0 0 N 90 7 0 0 0 N 90 8 0 0 0 N 90 6 0 0 0 PROJECT BASELINE BEACH FILL BERM CREST SEAWARD TOE OF BEACH FILL LANDWARD LIMIT OF FILL2020 MLW (EL. -2.05') 2020 MHW (EL. 1.18') SEAWARD TOE OF DUNE SEE INSET FOR ADDITIONAL STAGING AREAS AT INTERSECTION OF TRINITIE DR AND DUCK RD N 90 6 0 0 0 E 295 6 0 0 0 CONSTRUCTION ACCESS STAGING AREA STAGING AREATR I N I T I E D R DUCK DR BE A C H F I L L P L A N V I E W PV-4 6 MA T C H L I N E S H E E T 7 MA T C H L I N E S H E E T 5 GRAPHIC SCALE IN FT 2001000 NOTES: 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. N LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 DUNE CREST --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY -12 SO U N D S E A A V E OC E A N B A Y B L V D AC O R N O A K A V E ELM CT CA R R O L L D R NO R T H E R N PR O J E C T L I M I T 10 N 90 8 0 0 0 N 90 9 0 0 0 D- 1 2 D- 1 1 D- 1 0 SKIMMER WAY N 91 0 0 0 0 FL I G H T D R OC E A N P I N E S D R WALTER AND ALICE KIRK 138 SHEARWATER WAY KITTY HAWK, N.C. 27949 STAGING AREA STAGING AREA 0 -10 -10 -5 5 10 10 15 15 20 20 0 -10 -10 -5 5 10 10 15 15 E 295 6 0 0 0 E 295 5 0 0 0 E 295 5 0 0 0 E 295 6 0 0 0 N 90 9 0 0 0 N 90 8 0 0 0 N 91 0 0 0 0 2020 MLW (EL. -2.05') 2020 MHW (EL. 1.18') PROJECT BASELINE BEACH FILL BERM CREST SEAWARD TOE OF BEACH FILL LANDWARD LIMIT OF FILL SEAWARD TOE OF DUNE CONSTRUCTION ACCESS CONSTRUCTION ACCESS BE A C H F I L L P L A N V I E W PV-5 7 MA T C H L I N E S H E E T 6 GRAPHIC SCALE IN FT 2001000 NOTES: 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. N LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 DUNE CREST --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY -12 D- 0 4 D- 0 5 CONSTRUCTION ACCESS STATION B A Y D R DUCK RD MARTIN LN 0 0 -10 -10 -5 -5 5 5 10 10 10 10 15 15 15 15 20 20 SANDERLING RESORT CONSTRUCTION ACCESS IS LOCATED APPROXIMATELY 1.06 MILES NORTH OF THE DUCK BEACH NOURISHMENT PROJECT AREA -10 BE A C H F I L L P L A N V I E W PV-6 8 LEGEND 2020 MHW (1.18') 2020 MLW ( -2.05) EXISTING CONTOURS JUNE 2020 --KWKWAP -- Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF Re f e r e n c e F i l e s : RE V I S I O N S COA S T A L PRO T E C T I O N ENG I N E E R I N G OF NOR T H CAR O L I N A , INC . Dr a w n b y : De s i g n e d b y : DRAWING NO. Da t e : Pl o t S c a l e : Re v i e w e d b y : Ch e c k e d b y : Su b m i t t e d b y : Co m m . N o . : No . Da t e De s c r i p t i o n SHEET OF 40 3 8 M A S O N B O R O L O O P R D . WI L M I N G T O N , N C 2 8 4 0 9 PH . ( 9 1 0 ) 3 9 9 - 1 9 0 5 12 TO W N O F D U C K BE A C H N O U R I S H M E N T P R O J E C T DA R E C O U N T Y , N O R T H C A R O L I N A Re f e r e n c e F i l e s : EN G I N E E R I N G L I C E N S E C E R T I F I C A T E # : C - 2 3 3 1 RE V I S I O N S FD 2/ 3 / 2 1 AS N O T E D NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY GRAPHIC SCALE IN FT 2001000 NOTES: 1.DATE OF AERIAL PHOTOGRAPHY: AUGUST 5, 2020. 2.COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3.ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988 (NAVD88). 4.CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 FOOT INTERVALS BY CPE-NC JUNE 2020. 5.THE PROPOSED DUNE WILL TIE INTO EXISTING CONDITIONS TO ESTABLISH THE DESIGN CONFIGURATION OF 20' WIDE AT ELEVATION 20.0' NAVD88. 6.SAND FENCING MAY BE INSTALLED BETWEEN THE CREST OF THE DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 7.CONSTRUCTION ACCESS MUST STAY ON ROADS SHOWN ON THE PLANS, NO OTHER ADJACENT ROADS ARE TO BE USED. 8.THE SEAWARD TOE OF BEACH FILL LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. N -12