Loading...
HomeMy WebLinkAbout95-09 9.2.11 Oversized Plans� F N U � x twL c� U W C3 C1 Q a G G n fp G Z O ♦♦' 0C ♦, ♦♦ •♦ oC ♦♦ —5.6' x X -2..0' CROSS- SECTION #5 OC6� + , IC6 G ,► - -5.6' x 2..0' x -2.0' 9p i x .0 -5.0' x X tz 2.8' CROSS-SECTION #16 —2.0' x X -5.8' x + IC3 -3.0' OC3 X -6.0' x -1.4' CROSS-SECTION 93 -1.8, X x X -6.2' -2.0' PROPOSED SILT I CONTAINMENT 1 BOOM (TYP) OC2 k 4 �,' —6.0' cr 1 o -6.0' 1 X CROSS SECTION #1 -2.0' x x -4.6' X -5.5' x CROSS-SECTION #4 IC 2.0' oc4 -S R G 6� ,s Z X 0.'s 0 -5.1' X -1.8' G G „4 O � +� x i x -5.0' 1 8' O 005 O IC-4.4' CROSS- -2.5' x SECTION #17 5375 N. VIRGINIA DARE TRAIL Southern Shores, North Carolina 27949 4- a% 0 2s ( IN FEET ) l inch _- 500 LEGEND EX. CHANNEL OR CANAL WITH NO DREDGING PROPOSED ■mmmmmmm■ EX.6' DEPTH -35'WIDTH EX. 5' DEPTH - 30' WIDTH EX. 4' DEPTH - 30' WIDTH PROPOSED 5' DEPTH - 30' WIDTH PROPOSED 4' DEPTH - 20' WIDTH PROPOSED 4' DEPTH - 30' WIDTH PROPOSED 3' DEPTH -I O'WIDTH - - - -- - = LIMITS OF INTERIOR CANAL SYSTEM x SPOT SHOT - WATER DEPTH -4.7' PROPOSED SILT BOOM CROSS-SECTION LOCATIONS 1 " CROSS-SECTION 07 CROSS-SECTION #6 CROSS-SECTION 912 - DREDGE AREA TO W DEPTH AS PART OF THE PHASE 2 WORK CROSS-SECTION 92 a OG G0 VA 00 O �G x -2 X X -2.7' —4.7' CROSS-SECTION 913 — CROSS-SECTION 018 C OG GO ZZ 00 O 00 to- CROSS-SECTION 919 ASS -$-/ \ \ PROJECT SITE SOUTHERN SHORES KITTY HAWK N W a N W � W O C-) U W A KITTY HAWK BAY vicinity map 1 "=+/-5000' SOUTHERN SHORES MARKETPLACE _ 1 10.14.11 REVISIONS AS PER NCDWR DW PRWMWMY WOW _ ANLAUF J RECEIVED DREDGING R DGIN ! LIMITS 2 1f.7.i1 REVISIONS AS PER NCDENR DCM PRELIMINARY REVEIW COPYRIGHT 2, P j�l jjr <J Lj 1 1 ANLAUF ENGINEERING, PLLC THIS DOCUMENT IS THE PROPER ENGINE 1 !t OF ANLAUF ENGINEERING, PLLC. ALL RIGHTS ARE RESERVED. AN rv; REPRODUCTION OF THIS OR T T v. POSSESSION WITHOUT PRI OR L jam. j PERMISSION OF ANLAUF ENGINEERING, PLLC, I MLL I3E COASTAL ANAGEMENT CIVIL ENGINEERING SERVICES M VIOLATION OF COPYRIGHT LAw ETAL N CITY FIRM LICENSE P-0929 4721 W. Eckner St., Kitty Hawk, NC 27949 Phone: (252) 489-7143 E—Mail: janiouf26450charter.net t� x N � uj 0 oLL.ILr��-- mom z 0 W U) 0 0� rx A. 7 e0 # z O y # Z Z p OQ W y W o 0 N V W Q W Z C aL I=3 I= W UJ � N W W � C9 Q y oGOQ= y oFLo. 0 l v dc L.L. PINE L.' N 'o Ologo 00 NINE o w 0 M O O N og� 0 � • — W > 0 W x I 04 `. I- 00 N 0 z 0 x I C900 x l O L o� t� 0 N ^ x I w 0 x i x Lr) J t� Z 0 H t� W v) U) cc 0 I 0 N x Q0 4 x I F EX. CHANNEL OR CANAL WITH NO DREDGING PROPOSED — m EX. S' DEPTH - 30' WIDTH EX. 4' DEPTH - 30' WIDTH PROPOSED S' DEPTH - 30' WIDTH PROPOSED 4' DEPTH - 20' WIDTH PROPOSED 4' DEPTH - 30' WIDTH PROPOSED 3' DEPTH - 10' WIDTH •r LIMITS OF INTERIOR CANAL SYSTEM X SPOT SHOT - WATER DEPTH -4.7' PROPOSED SILT BOOM CROSS-SECTION LOCATIONS �N♦ L.n x GRAPHIC SCALE 200 I00 200 400 ( IN FEET ) 1 inch = 200 ft. V%� I SW p'N �N. op x� ~ x I � Ln GV� X � � � GIN00 c�RR��vc O 4� tl A N w N� �J N V 0,z � O WO � t = .o F�1 w Z W Y W Z_ _U H M C9 J c � V r h W w 00 U N Uj 0 a ® U L1J LU �— w � LU C� O° Q!V OI= dLLJCD c: 0 0 U W(L 00 � a o�,m5 a. •,'`' � � CLU Wow =d l W cnz_z �o�o w Ld LL $Qg=�WR 5 zc�aN z e&�wo 6o €p¢ a w5 , z z a Z 5 0 ,Ozz CL d- OVA C� to C N x 00 x co �l z z U W E-+ O W z zz 3.5' 4.0' 4.5' z 5.0' 5.5' CENTERLINE OF CANAL f1+80.65 .i BOX CUT 4.5' APPROXIMATE ANGLE OF REPOSE --"" - APPROXIMATE EXISTING CANAL BOTTOM 5.0' PROPOSED DREDGING DEPTH 0+00 APPROXIMATE 2.0' 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' 1 +00 CROSS SECTION #1 INSIDE CHANNEL 2 (IC2) FOR A 4S EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+56.63 EXISTING CANAL BOTTOM --' APPROXIMATE ANGLE • - • I �////�i////im PFA • Ii//////////M4, 0+00 PROPOSED DREDGING DEPTH 0+83.18 CROSS SECTION #4 INSIDE CHANNEL 4 (IC4) FOR A 3S EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+24.56 -- APPROXIMATE EXISTING CANAL BOTTOM 10' i 0' BUFFER BUFFER 1.0, 2.0 2.5' APPROXIMATE ANGLE 3.0' OF REPOSE � ' 3.5' 4.0' BOX CUT 4.5' - KupuxED 5.0' G DEPTH 5.5' 29' 0+00 0+49.12 " CROSS SECTION #9 CANAL "E2" (CE2) FOR A 1.8' EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+33.72 - . APPROXIMATE EXISTING CANAL BOTTOM 1.0' ±19'_ 1.' 2.0' 2.5' 3.0' APPROXIMATE ANGLE zz 3.5' 31,DOSE 4.0' BOX UT 4.0 p�� .- 4.5' PRMSED 5.0' DREEKING DEPTH 5.5' , 0+00 0+67.44 CROSS SECTION #14 CANAL 711 (Cn FOR A 31' EXISTING DEPTH N.T.S. CENTERLINE OF CANAL f0+25.08 -- APPROXIMATE EXISTING CANAL BOTTOM 1.0' 1.5' 2.0' 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' _ APPROXIMATE ANGLE r OF REPOSE -,-,.-,BOX CUT -- PROPOSED DREDGING DEPTH 0+00 0+50.17 CROSS SECTION #19 CANAL "Q" (CO) FOR A 3.& EXISTING DEPTH N.T.S. 1 2+00 CENTERLINE OF CANAL t0+09.79 5' 5' BUFFER BUFFER 1.0' - APPROXIMATE EXISTING 1.5' CANAL BOTTOM 2.0' 2.0 2.5' -� APPROXIMATE ANGLE 3.0 POSE 3.0' BOX CUT 3.5' �"-=--- PROPOSED z DREDGING DEPTH 4.0' 4.5' 5.0' 5.5' 0+00 0+19.58 CROSS SECTION #5 INSIDE CHANNEL 6 (IC6) FOR A__ 2.0" EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+27.32 - APPROXIMATE EXISTING CANAL BOTTOM �///�0////�/� �///////////�.1. m0 0 m ' ' ' VR 0001MA WON, A m :. 'oe0� 0 (oil 1 4111111 31' EXISTING DEPTH N.T.S. 3+00 3+19.81 CENTERLINE OF CANAL t0+19.46 10' IBUFFERI 2.0' 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5' 0+00 CENTERLINE OF CANAL t0+17.29 10' 10' BUFFER BUFFER 2.0' 2.5' - - APPROXIMATE EXISTING CANAL BOTTOM 3.6' VllzZVZIA -- APPROXIMATE ANGLE OF REPOSE BOX CUT 5.0' DREDGING DEPTH 0+38.91 CROSS SECTION #2 INSIDE CHANNEL 2 aQ) FOR A 3.6' EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+23.84 ---- APPROXIMATE EXISTING CANAL BOTTOM CENTERLINE OF CANAL f0+27.21 10' 10' APPROXIMATE EXISTING CANAL BOTTOM BUFFER BUFFER 1.0 1.0 1.5' 1.5' 2.0' 2.0' - 2.5' 2.5' 3.0'_� 3.0' - APPROXIMATE ANGLE o 3 0 - APPROXIMATE ANGLE �' OF REPOSE z 3.5 OF REPOSE' 3.5 4.0' 4.0' ___. BOX CUT 4.0' 4.5' ..__. .-BOX CUT 4.5' -PROPOSED DREDGING DEPTH 5.0' 5 0' 5.5' 5.0 - _ _. �` `�--~- -- PROPOSED DREDGING DEPTH 5.5 28' 0+00 0+54.43 0+00 0+47.68 CROSS SECTION #6 CANAL "C" (CC) FOR 3.0' CROSS SECTION #7 CANAL "D" (CD) FORA 2.5' EXISTING DEPTH EXISTING DEPTH N.T.S. N.T.S. CENTERLINE OF CANAL f0+22.31 APPROXIMATE EXISTING CANAL BOTTOM CENTERLINE OF CANAL t0+25.93 APPROXIMATE EXISTING CANAL BOTTOM 10' BUFFER 10' BUFFER f11' f11' 1.0' 1.0' 1.5' 1.5' 2.0' 2.0' 2.5' 2.5' LE 3.0' -- APPROXIMATE ANGLE 3.0' APPROXIMATE ANGLE ' 3.5' OF REPOSE 3 5, OF REPOSE 4.0' BOX CUT 4.0' 4.5' 4.0' - PROPOSED 4.5' BOX CUT 5.0' DREDGING DEPTH 5.0' 5.0' -- - -- PROPOSED 5.5' 5.5' DREDGING DEPTH 30 25 0+00 0+44.62 0+00 0+51.87 CROSS SECTION #11 CANAL "F2" (CF2) FOR A CROSS-SECTION #12 CANAL "G" (CG) FOR A 2.7' EXISTING DEPTH 2.5' EXISTING DEPTH N.T.S. N.T.S. CENTERLINE OF CANAL t0+18.63 CENTERLINE OF CANAL t0+25.43 -. 10' APPROXIMATE EXISTING CANAL BOTTOM BUFFER ` I 1.5' 2.0' 2.5' N 3.0, 3.5' 4.0' 4.5' 5.0' 5.5' 1.5' 2.0' APPROXIMATE ANGLE 2.5' OF REPOSE iE 3.0' zz 3.5' -- BOX CUT 4.0' -PROPOSED 4.5' DREDGING DEPTH 5.0' 5.5' APPROXIMATE EXISTING CANAL BOTTOM CENTERLINE OF CANAL f0+35.34 --. 10' (BUFFER APPROXIMATE ANGLE OF REPOSE -- BOX CUT 4.0' <- _ PROPOSED DREDGING DEPTH -_- -,.. 1 17' 0+00 0+50.85 0+00 0+37.27 CROSS SECTION #15 CANAL "K" (CK FOR CROSS SECTION #16 CANAL "M" (CM) FOR A 21' EXISTING DEPTH 2.0' EXISTING DEPTH N.T.S. N.T.S. NOTES: 1. THE DEPICTION OF THE EXISTING CANAL BOTTOM IN EACH CROSS SECTION FOUND ON THIS SHEET IS APPROXIMATE. 2. THE ANGLE OF REPOSE HAS BEEN APPROXIMATED AT 3:1 3. THE HORIZONTAL (X-AXIS) OF THE GRAPHS ILLUSTRATED ABOVE IS AT A SCALE OF 1 "=20'. THE VERTICAL AXIS (Y-AXIS) HAS BEEN EXAGGERATED BY A FACTOR OF 10 TIMES SO THAT THE PROPOSED DREDGING DEPTHS AND BOX CUTS CAN BE BETTER VISUALIZED 4. THE X-SECTIONS DEPICTED ABOVE HAVE BEEN BASED ON A 2004 HYDROGRAPHIC SURVEY. 5. A 10' BUFFER HAS BEEN HELD FROM ALL SHORELINES AND MANMADE IMPROVEMENTS WITH THE EXCEPTION OF THE INSIDE CHANNEL 6 (IC6) WHERE A 5' BUFFER HAS BEEN MAINTAINED. 6. STATIONING ORIGINATES FROM EITHER THE WEST OR NORTH AND THIS INFORMATION IS DESCRIBED IN TEXT LOCATED ALONG THE VERTICAL AXIS OF EACH GRAPH. 00, /////%///%� -SI//N/M///�� .. I NOTE: i I 4 1.0' 1.5' 2.0' 2.5' 3.0' z 3.5' 4.0' 4.5' 5.0' 5.5' 3.0 3.5' 4.0' 4.5' 5.0' 5.5' 0+00 10' ,BUFFER, f -- APPROXIMATE EXISTING CANAL BOTTOM APPROXIMATE ANGLE OF REPOSE 4.0' - BOX CUT -PROPOSED DREDGING DEPTH 15' 0+34.58 CROSS SECTION #3 INSIDE CHANNEL 3 ao FOR A 3.25' EXISTING DEPTH N.T.S. CENTERLINE OF CANAL t0+22.23 -. APPROXIMATE EXISTING CANAL BOTTOM 10' 10' 1.0' 1.5' 2.0' 2.5' N 3.0' ' 3.5' 4.0' 4.5' 5.0' 5.5' APPROXIMATE ANGLE OF REPOSE - - BOX CUT PROPOSED DREDGING DEPTH 0+00 0+44.46 CROSS SECTION #8 CANAL "El" (CEl) FOR A 2.5' EXISTING DEPTH N.T.S. -__md ////N/E�m �/4/,///�00im �NM////'00/00 -Ni% �00A CENTERLINE OF CANAL t0+38.24 APPROXIMATE EXISTING CANAL BOTTOM 1.0' 1.5' 2.0' 2.5' � 3.0' APPROXI AATE ANGLE z 3.5' REPLSE 4.0' BOX CUT 4.5' 5.0' PROPOSE 5.5' 5.0' DREDGING DEPTH 30' 0+00 0+76.47 CROSS SEMON #13 CANAL "H" (CH) FOR A M 1 +01.05 0+00 1+00 CROSS SECTION #17 CANAL "O" (CO) FOR A 2.0' EXISTING DEPTH N.T.S. APPROXIMATEBOTTI ,//000 aI//0 %////////////%APPROXIMATE ANGLE . . • �I///E��///r0: O �/////////////. -ley DREDGING D I Il 2.9' EICISTING DEPTH N.T.S. CENTERLINE OF CANAL 1A10)C QY PING CANAL BOTTOM �'//////%5///// �/oENRO %////%= OMEM/////N,/ : e , TOWN OF SOUTHERN SHORES 5375 N. VIRGINIA DARE TRAIL Southern Shores, North Carolina 27949 m e 0 t 0 at �A w rj N >N?a w0 30 a ZW wz� w w to Z U � �+ wow^ > h ^ LO v 0 a ® � uwi _ U U �rLu� Q w C J Sm (L'yu�� �� N �-.L� LiJ 0 U J �a. 0-2,ti0 on. a�c(na� I- NC9 vr ►-z Tzaixzg a� c3 azwop y U r`Se C9 O Ug 02�dN.WZF z ca&waau a 0 Ix Z as o FBI U W U W M� I�--1 w U mon QMINIMAL TREE - CLEARING REQUIRED PROPOSED LOGGING MAT CONFIGURATION (SUBJECT TO CHANGE BY THE CONTRACTOR _ AND SHOWN FOR ILLUSTRATIVE PURPOSES ONLY) r �n A SILT FENCE (TYP) Z } Y s MO GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) i inch = 40 ft. 160 t w DayN d CDy. 00 O w ZW�U�F L:g.Z h-+ W N � ZUWW, OoE Cs 3 v tD us a t� N vERA C.67 EDOGWOOD TRAIL BERG � v Mrs PIN HE 9 8264 27949 " lz RECEIVED DEC 1 2011 "AI_ MAN,- aFM, rJ Li7ABETa CIT✓ JOSEPH P. SPt'IGHT, III do TERESA B. SPEIGHT 160 HOLLY TRAIL SOUTHERN SNI'RES, NC 27949 PIN NO.: 986:1,390778 4_ SOUTHERN t SNORES E� p/ s � THE !FORMATION SHOWN ON '}+15 PLAN IS BASED ON TAX MAP W DATA AND COLOR f�- _'-,RAPHY, IT IS NOT SURVEY GRADE �T IIFCRMATIlOW THE ',u=- S SHOWN ARE FOR ILLUSTRATIVE !� PURPOSES ONLY. 1. OWNER: SOUTHERN MORES CIVIC ASSOCIATION, INC. 5377 N. VIRGINIA DARE TRAIL SOUTHERN SHOI:t'S, NC 27949 2. PARCEL, COMMON AREA �,`UTHERN SHORES SOUNDSIDE BLOCK 107 3. ADDRESS: 69 E. DOGWOOD IRAIL 4. PIN NUMBER: 9868 18 21 -364 5. RECORDED REFERENCE: DO 244, PG. 208 O a LEGEND PROPOSED LOGGING MAT DUMP TRUCK EXCAVATOR SILT FENCE �1 10-17-11 REVISIONS IN ACCORDANCE WITH DCM COMMENTS� Y 1, %! Bl l4MlN K ? OA*W R. LAAn;RON I38 FORBE5 RO N/F -AR1//56MP&, %rim 27947 k W/LMA LO/5 KEA6Y �f920-7$45 itsFv=5 Rzn -C,t'L X 41F 5IAC-T A /NDIAN KETTLF RO. JfiRYlr�Ii4fi, N4:5 27947 —' - 4920-65-4Ek82 THE INFORMATION SHOWN ON THIS t'LAN IS BASED ON TAX MAP DATA AND COLOR AERIAL PHOTOGRAPHY, IT IS NOT SURVEY GRADE INFORMATION. 1. OWNER: GREEN ACRES LAND DEVELOPMENT P.O. BOX 322 POWELLS POINT, NC 27966 2. PARCEL: CAROON PARCEL/CAROON PARCEL B 3. ADDRESS: 7177 CARATOKE HIGHWAY JARVISBURG, NC 27947 4. PIN NUMBER: 9920-64-1698/9920-64-4055 5. RECORDED REFERENCE: DB 602, PG. 392/D.B. 602, PG. 388 6. PURPOSE: SITE TO RECEIVE DREDGE SPOIL MATERIALS FROM PHASE 2 OF THE TOWN OF SOUTHERN SHORES, CANAL MAINTENANCE DREDGING PROJECT. GRAPHIC SCALE 150 300 ( IN FEET ) 1 inch = 150 ft. DEC 1 2011 C0P,,S TA fv4AN AGFMlic-.li c f CITY