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HomeMy WebLinkAboutWDN Petty Creek Oversize PlansIII [t J G A 0 C 0 12 PAMLICO COUNTY BAYBORO 4: 1226 122! 1227 BAY RIVER VICINITY MAP NOT TO SCALE 11 1224 BAY RIVER N PETTY CREEK PROEI' TIES, LLC DB433PG(.49 -Of MAP BOOK 9 PAGE 8 Of Z �• a_ FES - _ INV. 1.25 Q PROPOSED WASTE WATER p TREATMENT FACILITY of m FE (� o 3.69 LL.I c0 z/v 76 LF 18" RCP -"ry ® 0.5% Ltj 10 6" PVC WATER MAIN t 8 s 6'-0" � w >N 0 2X6 DECKING, TYP.� (DECKING TO BE NAILED DOWN WITH RING SHANK NAILS PILINGS MIN. 8 BUTT X 16' TREATED 2.5 t NORMAL WATER LEA SECTION "A -A' 1/2"=1'-O" ft'-i)" (Tyc) 1 Loll SECTION OR-Rw 1 /2'=1'-0- )LTS, TYP. L 4 0 1- -3.9 -3.3 -4.0 150'- O" 0 r6l ' 8" - 10" PILING 0 ' O (TYP.) 3, ° o ° O 3.0 101 a o ® 10 o o ° ° 0 !- FINGER PIER <� CORNER PILINGS TO 0 20' 10 0 o HAVE REFLECTIVE TAPE -4.0 0 10' 0 o 8.� � e � 3.0 ° -3,6 -3.3 •A• Fj 'A" -3,0* t, JBEE QUAIL NTS I 50' TEMPORARY �nC��h�glN EDWARD P. CASIERi CONSTRUCTION ENTRANCE TY qGF 4 0299 SSDB 266 PG 642 MAP NO° L062-17 I I TO ALA 0.92 At 28 C. TOTAL / 0.56 AC. 027 ! II I 50' ABL j U 1AN(,S 0 •64 IC 0.51 26 ' Z AIR �El_ SE A\ `� Ac 'JP ° qt� INV 1.41 �l L �, 2p1 / ROCK SILT SALVE \��'1 ! ANDS 0. qc - U ORq�iy - Ac �Cl�, qGF CHECK DAM, "` ti1T PROPOSED SCALE 00.1% INV. 0.71' INV. 0.41 _ .. (6p �\� FS -2.6 PROPERTY/WATER LINE 0.3; . =� ,,, R/�� •�®� ro aINV. 1.19 MARSH LINE,TYP. _,..21 �W \e °S0 q, 4.46 + A�� �•° �° 24 �� 0.1% - -•- 20 DRAINAGE/ t - 75' CAMA LINE -AREA OF CONCERN. TYP• UTILITY �� � •\ �S\` /ye AC 23 -1 S 19®18 17Z TOT -$ I a I } 30 �II� ° AC O'4g AC. 22 TOTAL 0.46 AC. TOTAL 0.46 AC. TO'FAL 0.46 AC. TOTAL 10. A� 0]� - �! TOTAL 0.47 AC. . J � �� , ``"�/� TOTAI. 0.46 AC. UPLANDS 0.67 AC. ., p 1 rorAL 1.5 AC• 50' RIPARIAN ' -�% �• t•58 TOTAL 0.46 Arc. D v �! A B®� DRIVE j%�l 0' M } ,--NORMAL WATER LINE, TYP. rJ l 1Z tY -+ \ I \uI�LANDS o. Ac. BUFFER ��� -�- --. '- - e - 15 °° a' `o \ i\ \ CE "` _ " 60' pRIVATE R/W 2V -PVM FES 2" B.O. 2 PVC 1N11 t ASSEMBLE I RESSI�RJE MA INV. 1.45� a... vnU TOTAL 0.83 AC. CAMA LINE` ��' r \- gym. i /` ,L0�t0 p�lq� a 2p,�e r.' \ UPLANDS 0.75 AC. RIPARA 2 ®-� �-- o m- N RIVE R I _� a°"° d o.� /(/ A �V,. 239, `-..E 3.9 ;2:0NE 1 B A 1 °III INV. SMT 1 Sg �_. 0.23% 3 �'F I (30') / d ! vprOrgt \ `N • ' 14 50 RIPARI %ANos os Ac ASSEMBLY �... ®. �w. FH FES �' ' INV. 4.2 BUFFER �' TOTAL 0.70 AC. ' " , ASSEMBLY INV. 0.40 , /j A( 6 I VC �`. UPLANDS 0.65 AC: I INV. or \ WATER MAIN 0.46 - i= 1.34�Aroyp,C X w 1 50 MBL -- b�\ I►/• ®�, /�/ . To At� 5 0.29 /75'CAMA LINE - / A / oPt�No 1.53 AC. 0 7� 8 O 10 \ O 13 AREA OF CONCERN, j / �.� `'s 1s6 Ac. uaLANL 1. (D6 �J I TOTat obs6 Aq: `? P / TO''TAL 1.15 AC. UPLANDS 0.6 AC. 50 AC. TOTAL 1 32 AC TOTAL 1.33 AC 11 TOTAL 0.78 AC. /{ i DS 1.27 AC. UPLANDS TOTAL 1.51 AC. UPLANDS O-WAC. ND i • ZONE 1 1°17 AC. UPLANDS 1.30 AC. UPLANDS �3 20' D/U t•., � UPLANDS RIPARIAN I, (30') ..d /./ ESMT. OTAL 10.49 AC t / • ZONE 2 � �f elf TOTAL 0.80 AC. i���� 's PLANDS 0.45 AC. f (20') a w1 Is I J RIPARIAN , i TMA�RSH LJNE. ZONE, v .' NOTE_: Y 1TLANDS )-"\ �sPc NEW LOCATION FOR PROPOSED 10-SLIP BOAT DOCK AND `` LINE, TYP. / - l/ $ do RIPARIAN PIER,, REVISED CAMA MAJOR IS REQUIRED PRIOR TO ZONE 1 `® RIPARIAN CORRIDOR CONSTRUCTION. - MONA C. LUPTON �� � � � � �~ � �, ��� '� I • � Zp S�, � ^� � 15' ,:E DB NO. L0 506 , I I ,I� E � � `� _TRACK MAP N0. L062-22 it '\ ,� P NEW PIER fy ' (SEE PIER DETAIL X pTHIS SHT.) �` � �� � � • _ � ��1� •�; � ` � � � � RIPARIAN ` �, • 1 i • � � � CORRIDOR V 15' SETBACK \ • a� NEW PIER AND �01-0 10-SLIP DOCK O NORMAL WATER M-0 NORMAL -` LINE, TYP. G Q/1° 11 1 _ , "I OF Owner/Developer: Clear Water Marketing c/o Ross Beebe 309 Middle St. Suite 3 New Bern, NC 28560 Phone: (252) 633-2059 Fax: (252) 633-2792 STRICTLY PROHIBITED. (O COP IGHT, THE EAST GROUP. P.A. 2006 2 1 1 0 0 J 0 G F E D C 7 A SEAL SEAL 0 Cop SITE LEGEND FLARED END SECTION STORM DRAIN X SILT FENCE PM PRESSURE MAIN WATER MAIN LAMA LINE 50' RIPARIAN BUFFER WETLANDS LINE - - - - - MARSH LINE TYPICAL LOT SETBACKS: FRONT: 50' SIDE: 10' C 08/26/08 BOARDWALK EXTENDED TO ROAD EHA B 01/23/08 REVISED PER NCDENR COMMENTS EHA A 01/08/08 ISSUE FOR PERMITTING EHA REV. NO. DATE REVISIONS BY THE EAST GROUP , P.A. ■Engineering ■Architecture ■ Surveying ■Technology Box 7305, 324 S. Evans St, Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax) PROJECT TITLE BAY HARBOR SUBDIVISION Pamlico County, NC DRAWING TITLE CAMA PERMIT PIER DETAILS SCALE DEPARTMENT AS NOTED CIVIL DRAWN BY DATE STARTED SHEET No. EHA 1 /31 /06 1 OF 1 CHECKED DRAWING NO. co APPROVED PROJECT NO. 20050328 m E E:? 4