The URL can be used to link to this page

Home My WebLink About20201153 Ver 2_Additional Information with revised plans_20220121N/F DAVID LINDSAY D.B. 837 PG. 123 NCPIN 636615621700000 ADDRESS: 400 TENNESSEE AVE. ZONE R20 LEGEND AC - ACRE MAX - MAXIMUM BLDG - BUILDING MBL - MINIMUM BUILDING LINE BR G - BEARING MH - MANHOLE BUA - BUILT UPON AREA MIN - MINIMUM CF - CUBIC FEET N/F - NOW OR FORMERLY CL - CENTERLINE NHW - NORMAL HIGH WATER DIP - DUCTILE IRON PIPE NTS - NOT TO SCALE DW - DRIVEWAY O.C. - ON CENTER EL - ELEVATION R - RADIUS EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY EX - EXISTING SH - SHEET FE - FINISHED ELEVATION SIR - SET IRON ROD FF - FINISHED FLOOR STA - STATION FT - FEET TC - TOP OF CURB GV - GATE VALVE TSW - TOP OF SIDEWALK INV - INVERT TYP - TYPICAL LF - LINEAR FEET STREET LIGHT — W — PROPOSED WATERLINE 5'SIDEWALK —SS— PROPOSED SEWER ® DRAINAGE EASEMENT —s— —+— EXISTING CONTOUR PROPOSED CONTOUR MARSH —LD— LAND DISTURBANCE LIMITS SPORADIC MARSH —SF— SILT FENCE EX RIPRAP m11111100/00=001mmmmmm -- Off- - _ BOGUE SOUND - - -' `\\\0��1III(III�/////// es'si0%. SEAL �' 36970 %�'� � •�Nc I NE IN i$ TUkNER- NOTES: 1l 2) 3) 4) TOTAL TRACT AREA = 2.51 ACRES CURRENT ZONE PD NUMBER OF LOTS 6 SETBACKS: PERIMETER PD = 10' FRONT = 15' SIDES = 5' REAR = CAMA 30' BUFFER/50'DEO BUFFER SMALLEST LOT = 7.943 SF (LOT 4) AVERAGE LOT = 12,947.00 SF DENSITY = 2.34 UNITS/ACRE LINEAR FOOTAGE OF STREETS SOUTH SHORE DRIVE = 290 LF TOTAL = 290 LF MAXIMUM BUILDING COVERAGE PER LOT 40% MAXIMUM BUILDING HEIGHT IS 50' MAXIMUM BUILDING STORIES IS FOUR (4) COVERED BULDNGS ARE NOT ALLOWED ON COMMON AREA GROUNDS BOUNDARY. TOPOGRAPHY & EXISTING CONDITIONS INFORMATION TAKEN FROM MAP ENTITLED PELTIER POINT -BOUNDARY & EXISTING CONDITIONS. SURVEYED BY E. GLENN CORBETT. PLS OF THE CULLIPHER GROUP. PA DATED 7/21/2021. PLAT NOT FOR RECORDING. ALL STAKING AND LOT INFORMATION TO BE VERIFIED BY A PROFESSIONAL LAND SURVEYOR. STREET LIGHTS TO BE INSTALLED EVERY 400 FEET. EVERY INTERSECTION AND MAJOR ALIGNMENT CHANGES. DUKE PROGRESS ENERGY TO PROVIDE LIGHTING TO MEET OR EXCEED THE REOUIREMENTS OF THE ORDINANCE. FLOOD ZONES = AE EL8, VE EL9 TAKEN FROM FIRM PANEL NO. 6366, MAP NUMBER 3720636600J, DATED 7/16/2003 RESIDENTIAL MARINA FOR PRIVATE USE ONLY OF LOT OWNERS. ALL DOCKS DEEDED TO PARTICIPATING LOT OWNERS OF 1-5 PER UDO 14-31 .2(L)10. CHANNEL FROM BOGUE SOUND TO PELTIER CREEK PROPOSED LOT BUA LOT 1 = 2.400 SF LOT 2 = 2.400 SF LOT 3 = 2.400 SF LOT 4 = 2.300 SF LOT 5 = 2.400 SF LOT 6 = 2.800 SF REVISIONS: 0 z QQi / h /VAR a / / / / / / / / 10 F l� \ \\ o"As o! \ \ Fr F P PELTIER ti 4 ,H, CREEK 6 6 ----------- ------ +�-•r 2 2 \ 22'x 60' 14'x 48' SLIP SLIP W/ :BOATLIFT 22'x 60' ' - SLIP 14'x 48' 'SLIP W/ BOATLIFT 'F-- - . -. 22'x 60' 14'x 48 SLIP SLIP Wi BOATLIF BGT .'.'......'....R��t� ..... TF9\ RKEYSTE ETAINING WALL�... sa \ Blir� \ —30' BUFFER— — LEGEND MARSH SPORADIC MARSH 0 EX RIPRAP 22'x 60' :14'x 48': \ \ SLIP : SLIP W/' \ -BOATLIFT 22'x 60' 22'x 60' \ \\ SLIP SLIP \ • N \ \ N • O \ � 14 ' x 42' \\ \ SLIP W/ Q BOATLIFT \ \ \ N 23 23 23 \\ \ 15 N \ 15 \\ SPORADIC \ \\ KEYSTONE MARSH \ RETAINING WALL I \\ REVISIONS: No. BY DATE DESCRIPTION ENLARGED MARINA (PELTIER CREEK) �� CARS //", =oe',oF�ss��•<�?, SEAL 36970 [II0 1 ERR ll. TURNER, IIIII I'tLL P.E. PELTIER POINT MOREHEAD CITY CARTERET COUNTY NORTH CAROLINA THE CULLIPHER GROUR RA, 151A HIGHWAY 24 MOREHEAD CITY, N.C. 28557 (252) 773-0090 LICDN$B NO. C-4482 C-2 DATE: 1/19/22 SCALE: 1"= 30' \ / DAYLIGHT EL 2.5 \ \ \ _b_ S b__ 5 _S_ \ \ 9 j / VEGETATED / �•S .... 2_ \ \ — F-—S.F-- —b_ — / \ DISPERSED / \� \ ..�.•.•: �. \ \ — _ — —b-- FLOW AREA m STEP DOWN WALL —� .... : ....., , \ — �Z S •2-- — r� �—_ — F-- 2-- TO EL3.0 — —s'z- — — — — — s•Z_� F % j � TOP OF KEYSTONE —S•I_ _l_ TOP OF MALL EL4.0•MALL EL4.0'•"•"•"• •'•"" — STEP DOWN WALL TO EL3.0 \ • •:::. .: i� '.•.•.. : I —I — I_ m N/F DAV 1 D L 1 NDSAY 7 3a \ �— .,. ................. v.i....•. .-tA... .{ {{{•:.•.. / / ) B� ®T.'.'.T:.'.;.TQ.:: .::. —p— 0— —0 ::: 0•:•:•: •:. TDP OF •KEYSTONE D.B. 837 PG. 123 / R Z—. .. WALL EL4.0:::'. NCPIN 636615621700000 ADDRESS: 400 TENNESSEE AVE. 0 \ 4.5 ZONE R20 n•`' V - 4.5 s•2/ � � 5 iS. A 5 5.5— j —301 BUFFER— —=5.5 SWALE X sou_1H EXH6b_ , R/W AS FFi. — _ � - � TAPER KEYSTONE - WALL WITH CRADE LEGEND y` 1' EXCAVATION OF SURFACE AROUNDAPERMEABLEOPAVEMENTER I I \ SURFACES. BACKFILL WITH CLEAN t FINE/MEDIUM SAND MATERIALS ).5 1 \ I J I I�tg I 5 AEc — — 75, AEC — \ /B� I \ /,Sy —\--__—__—__—__I— _—__—__—___50. BUFFER BUFFER _ 7 6.5 \ � 6.5 � • STREET LIGHT — w — PROPOSED WATERLINE 5'SIDEWALK —SS— PROPOSED SEWER DRAINAGE EASEMENTS s EXISTING CONTOUR MARSH —+— PROPOSED CONTOUR —LD LAND DISTURBANCE LIMITS ® SPORADIC MARSH —SF— SILT FENCE EX RIPRAP 40 20 0 40 80 SCALE:1"= 40' W I 6.5 1' EXCAVATION OF=PAVEMENT- I MATERIAL +MIN 1AROUND I - PERMEABLE I s SURFACES. BACKFIFINE/MEDIUMSAND I i 75' C-- I m I I BOGUE SOUND CARO ''% =off�� -eSS%o•2'. Q� ti9 SEAL 36970 lllllllll\ y u \, BUFFf-q�5 6 5.5 J 5 C� CHANNEL FROM BOGUE SOUND TO PELTIER CREEK EVISIONS: i / + +' \ I \ ; 0 A \ \ 9, �0. \ \ \oo + CD +�� PPROXIMATE DREDGE v�v + VOLUME = 600 CY �� v m AVG DREDGE DEPTH vems �r' o� v PELTI R L, + C R EE < + Ln v laa ` +'vLn +'� � err rr 'O\ � . \ � � � � — — —Z— — j i � — — — —Z ° — � � — i rrr err r rr- rfMARSH .r:��rr _ — Ln 111 !: - -r•r- ;r,�lr�rµ — — — — — -N — —� ' �— — — — — — — — — — — 0 _ — — r�rr a a r r rr 1r a - .�.,.�.r�—�-r rrrrrrrrrWrWrWr rrrrrr rrrrrrrr r rrrrr r r MARSHr r — —-*,-MARSH-*,-,r r "rrrrr r .MARSHr REVISIONS: No. BY DATE DESCRIPTION NOTES: 1. MAINTAIN MINIMUM 10' SEPARATION BETWEEN MARSH AND DREDGING. 2. CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS PAGE ARE DEPTH OF WATER AT NORMAL LOW WATER, NOT ELEVATIONS. • 0 DREDGING PLAN CA .. PELTIER POINT \" oQ-.oF�ss;o. �2 . SEAL MOREHEAD CITY CARTERET COUNTY NORTH CAROL I NA 36970 THE OULLIPHER QRQUP, RA, c-4 • ENGINEERINGBNGINEERING & RURVEYIIJ $ERVI ES DATE: 151A HIGHWAY 24 ��i��C�C`,�j��,,,•-�� MOREHEAD CITY, N.C. 28557 1 /1 9/22 OIN P TU]_N] P P.F,. (252) 773 0090 LICDNSD N0. C 4482 SCALE: 1 "= 20' PROPOSED RETAINING WALL 10 ,— - ==4 =4 fir' i —1 0—T 0 0 0 0 0 • BACKFILL OPTIONAL CONCRETE / CAP DEAD MAN *NOTE: RIPRAP SHORELINE PROTECTION MUST BE INSTALLED LANDWARD OF ANY WETLAND VEGETATION AND MAY NOT EXCEED A MAXIMUM DISTANCE OF 10 FEET WATERWARD OF NHW m WALER AS NEEDED VINYL SHEETPILE NHW OR LANDWARD OF COASTAL MARSH FINAL LOCATION TO BE STAKED BY NCDCM PERSONNEL SCALE: NOT TO SCALE VINYL RETAINING WALL 2X DECKING 2X TREATED STRINGERS 8"TREATED TIMBER PILE MIN 8'EMBEDMEN' 0 0 0 0 0 0 0 0 0 N h'7 Q CA \��=per ofESsio•��'1,''% SEAL 36970 AND/ I -H SCALE: NOT TO SCALE FIXED WOOD DOCKS m 0 -10 REVISIONS: N No. BY DATE + DESCRIPTION CROSS SECTION OF PROJECT PELTIER POINT MOREHEAD CITY CARTERET COUNTY NORTH CAROLINA THE CULLIPHEk ROUP P A. C-5 EN INEEItIN $UkVEYINQ SERVICES DATE: 151A HIGHWAY 24 1 /1 9/22 MOREHEAD CITY, N.d. 28557 (252) 773-0090 LICENSE NO. C-4482 SCALE: 1"= 20'