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Home My WebLink About125-08 Existing & Proposed Site Plan OVERSIZED PLANS-7- 12 11 10 9 8 7 6 5 4 3 2 1 1731 1 1164 M M 5� \\ IN, \\ \ �P z \ \ \ \ \ 1726 n NIP \\ �\ `�\ NIP \\ 1725 1730 t7 \ \\ \\\ \\\ \ \ \\ \\\ \\\ \ SITE 1776 \ \ \ \ \ \ \ \ \ 1730 VICINITY MAP NOT TO SCALE 10 K \ \ \ \ \\ \ N \ \ \ \\ \\ \ b K MICHAEL HUMPHREYS and �Flq,LO \\\\\ \\ PP MICHAEL HUMPHREYS and <,9�0 \\ \\ `j \\\ \\\ \\ PP PATRICDB 121 MALARKEY 0 83DB 1621 PG S t \ \ \ \ \ MALARKEYPATRICIA 16P0083 \ N�_ \ \\ to_ \ \ \ 1' 50' RIPARIANBUFFER J \\ \ \ ly 1 ! 1 `\ \ \ ly 1 1 J 1 1 i 1 , t � \ '� , w •�� \� PAMLICO BEACH PAMLICO BEACH • PROPEfZITES ,1 ` 1 1 '1 ZORIPNE 2N ti ! 1 1 1 DB 1602 PG 0096 PR02 PG ES 1 1 \ `(20') , DB 1602 PG 0096 �• 1 1 \ 1 EDGE OF 1 t / ' 1 ! 404 WETLANDS / ' - 1 / 80 RIGHT-OF-WAY • 80 RIGHT-OF-WAY I I EDGE OF COASTAL t \ I 1 I MARSH DELINIATED BY / SILT FENCE, i I , 60 RIGHT-OF-6Y i ; i STEVE TROWELL (DCM) �I / / TYP. x -� 60 RIGHT-0F4AY I �� H 00 -`�. / +1.39 2 1 +2 5s 4 ; i ` C'�gS�q ; -�-�\�. 1 / +1.39 2 1 �� :x H N/ RECREATION & OPEN 1 1 < ` RECREATION & OPEN " j,� P DRIP LIME, I I '� \ ++1,02 SPACE 1 i -...-----� 9,pS \-...----e q�s ` / \A1.az SPACE N PROPOSED�TYP. I 1 1, 67 y \ 7.14 AC. t +2.91 I s3s y ELTER x +zs 485. a�NE \ +�.7z � ` ass s7 ti RIPARIAN � 7.14 AC. f ..� � ji.--- � 1 I ` \ f 1 ZONE 1 \ \F� L 4 +f.72 f I \ / +2.93 I ` ,+2.93 n ® I \ 3.5, (30) �ZEXISTING 3.51 ®® ~ +-1.77 + +3.09 1 I j +-,,77 BULKHEAD TO ®.m I \ 1 1 PP \ +-1s� /1.58 ' \ 1 1 1 �1 8 •REMAIN\ x' ' 1 I PP +-1.s8 + .26 DISTURBANCE �� 1 � LIMITS OF +-2.02 1 +�.46 , +3.151 1 +-2 ., 3.6 1 2.43 \ 2\ ABC STONE DRIVE + .46 ` +3A 1 ...�'',- 3.s 2.43 \ SHORELINE � / $ 2.96 \ 7t� � 1 � 3.68 \ 1 1 / * .>y. I G 3.71 \ i t IS NWL 3.71 \ �� ..,�,G -2.00+ 3. 6 \ \ X ,f ' 1 1 ,\ I -3.,9 /�� -2.00+ 3 3.00 k2.96\ x -I.3 h +-3.19 + 3.68 EX. -2.06 3.7 \ x ' t \ j,� + 3.68 EX.. X t-z.96 \ AXLE X \ \ \ +-2,96 OQ�t�,W c,+_' - s 7 2 \ AXLE x \ \ \ 2.40 EXISTING -t.s7+ 1s i' \ ---- -A\Q• - -�- _ \ BULKHEAD -~ EX. S01L DRIVE \ _ _ \ \ ��p ,;� -, s7 ,s - - - - c� / t // 1 +-3.3�/�O 1.92 EX. z3. 4 1 AXLE /// /// \ \ \\ /Q 6 z. 4 \� AXLE 3. F 7 2.23 / / \ \ \ / 3. + 70} 2.23 / \ \ 1 / / \ \ \ \ F / O 1.8, / / / \ \ \ \ F +1.87 -1.28 64 9 i // q� \ \ \ +_ fps <v� +1.87 -1.28 3 64 9 // giQq \\ \ \\ \\ +-3.20 +-2.73 3 .04 } 2.39 ' i �'9 \ \ \ \ 04 +2.39. ' \ \ F +-3.19 +2.04 0.0 I �F \ \ / +-3.42 .1s + .04 0.0 �F \ \ \ F +-3.42 ' Tqi \ \ J? ,,� +-3.78 +-3•33 +-2'-2.1s-°"Q 2.51 GUILLERMO LOPILATO tic�p \ \ \\ 3.78 +- s' +-2. s 219 i`V z.51 GUILLERMO LOPILATO -3.35 +-3.25 --z.09 and wife / B� \ \ \ 20'x2' FlNGE 4 _3.35 +-3.25 �C_2.0s and wife + + 0.0 EXIS G JOANNE LOPILATO c!y \ \ \ ply, np /' °°3 JOANNE LOPILATO -3.31 +-2Os BOAT RAMPDB 1330 PG 550 EX \ \ ' -3.31 DB 1330 PG 550 M \ \ +-3.73 \ S / - .73°� �Q�2.06 + +-3,41 / AXLE \ `10• + 41 �� O,� � EX. \ +-3.20 3.2097 \ \ ° � / AXLE \ +-3.44+-3.44 +-3.18 \\ \\1 EXISTING \ / ,0. +-3.99 +-3.67 + BULKHEAD \ \ / +-3.99 -3,67 '�,rp' / Q + \ \ l E +-3.54 _3A1 \ O3 ° �/, 4 +-3.98 \ \ '\ \�/ 46'x6' 3.98 /Q� \ \ +-3.64 +-3.31 PLATFORM 0 +- . +-3.31 \ GERALD ANDRE BISSETTE \ q" 7C` GERALD ANDRE BISSETTE +-3.87 +-3.53 and DAVID MICHAEL BISSETTE / \WILLIAM F. BINFORD, Jr. -3.87 +- . and DAVID MICHAEL BISSETTE \WILLIAM F. BINFORD, Jr. / DB 'I 183 PG 393 and -wife CHERYL G. BINFORD +-3/ DB 1183 PG 393 and GBNFORD +-3.77 +-3.58 19B 1020 PG 243 +7,77 'S$ NOS B 1020 PG2 3 8`-10" PILING, ALL TS ARE FROM NORMAL O WATER LEVEL / \ -7 +-3.82 / � / \,tom / +-3.82 PAMLICO RIVER / o /\ PAMLICO RIVER ` / / •�� /\ \ / NOTE: / 3 SQ. FT. USED OF THE PROPOSED PIER IS PROJECTED / POSSIBLE 536 SQ. FT. OR TO BE EVEN WITH THE EXISTING 133.78 OF SHORE LINE PIER LOCATED 93' SOUTHEAST C EXISTING CONDITIONS FROM THE COMMON LOT AND PROXCTED TO BE 30' PROPOSED SITE PLAN C (FOR TEE do FINGER PIERS) LANDWARD OF EXISTING PIER LOCATED 910' NORTHWEST. 40 20 0 40' 1 "=40'-0" 15' STONE DRIVE B B i 1/4" RE FT' MIN. 8" AGGREGATE BASE COURSE I COMPACTED SUBGRADE A A 1 TYPICAL DRIVEWAY SECTION G`1 N.T.S. THIS DRAIMW IS THE PROPERTY THE EAST GRWP, P.A ANY USE, REUSE, REPRMIC1i0N, SPLAY OR SALE OF THIS DRAWING WITHWT WRITTEN CONSEN OF THE EAST GROUP, P.A. IS STRICTLY PROHOTED. O CCP GHT, THE EAST GRWP. P.A. ZM 12 11 10 9 8 7 6 5 4 3 2 1 SEAL SEAL NOTE: 404 WETLANDS LINE DEUNIATED BY LAND MANAGEMENT LLC IN OCTOBER 2007 SITE LEGEND: ---2--- CONTOUR + 2.00 SPOT ELEVATION EP EDGE OF PAVEMENT -9E FINISH ELEVATION FLARED END SECTION STORM DRAIN 75' AREA OF CONCERN - - - - - 50' RIPARIAN BUFFER - - 30' BUFFER LINE - • • - SHORELINE/NWL --------- COASTAL MARSH 404 WETLANDS CONCRETE RIP RAP B 7/18/08 ISSUE FOR PERMITTING HA AHA 6/05/08 ISSUE FOR REVIEW E NO, N0. DATE REVISIONS BY THE EAST GROUP, P.A. ■ Engineering -Architecture ■ Surveying ■ Technology Box 7305, 324 S. Evans St, Greenvale, NC 27834 252-758-3746, 252-830-3954 (Fox) PROJECT TITLE PAMLICO SHORES BATH TSP, BEAUFORT CO., N.C. DRAWING TITLE CAMA PERMIT EXISTING & PROPOSED SITE PLAN SCALE DEPARTMENT AS NOTED CIVIL DRAWN BY DATE STARTED SHEET No. EHA 5/23/08 1 of 2 CHECKED DRAWING NO. APPROVED PROJECT NO. 20070171 \ 25 - 0% 12 1 11 1 10 I 9 1 8 I 7 11 5 4 3 E T 11 10 2 J I m 0 [•. V 1764 *L-Ins 1725 P,4Af4jcO',,,, 1730 1 VICINITY MAP NOT TO SCALE 1776 1730 R Z a EXISTING GRADE ELEV. 2.59 I "A" (TYP-) DECKING 3/4" DIA. GALV. BOLT W/ SQ. WASHER EA. SIDE (TYP.) PILINGS MIN. 8" BUTT X 16' TREATED 2.5 CCA) NORMAL WATER LEVEL SLOPE 1 CARRIAGE I ® EVERY J 6'-0„ (TYP-) 2X8 STRINGER (rn'•) 2X1O E000 3%4" TREATED 2X8 PLYWOOD I 2X8 N 2X8 CENTER 2X4 STRINGER STRINGERS ANCHORS (TYP.) ! ► I ! ► I ! ( I I ( I L_ (0"-,�PIER DETAIL -SECTION CZ 3/4'=V-0" C 8'-0" (TYP.) )OLTS 3/4" TREA' )INT 2X6X6 DECKING (2) 2X8 CROSS BETWEEN 2 NAILED WITH BRACES EVERY 8' (TYP.) 12'd GALV. NAILS o e O e o e e o o o 0 e o e a O ♦ e • o a O o e e o o o o e o e e 9 0 0 e o s . o 0 O O e Ox o e O o a I- o e a o ♦ O a 0 • o a o e o O O O o e a e o 0 o e o 0 0 o • O O O e e o o e o •0 oo GARRIAUE BOLTS ® EVERY JOINT (m'•) SECTION "A -A" 3/4"=1'-O" WOOD TIMBER COMMUNITY SHELTER `- 2X10 (TYP.) LI CONCRETE PAD EXISTING GRADE ELEV. 3.09 CURB STOP �E.a rF SHELTER CROSS SECTON C2 art 1_° — _ - ED PLYWOOD (8 AND 2X10 i— 2X8 ' 2X4 STRINGER ANCHORS (TYP.) 8" ABC STONE __-.—_- ..�... ............. w �.�� ,.... u.. i Inc cno� �xcwr, r.n. nno UJt. rttUJt. t¢t'reWUc:IIVN l�btLAT OR SALE OF THIS DRAMANG WITHOUT WF.i!TEN �SEN OF THE EAST GROUP, P.A. IS ST�CTLY PROHIBITED. O COP GHT. THE EAST GROUP, P.A. 24 12 11 10 9 8 7 6 5 F4 3 2 1 Z Ll K J 14 0 0 n SEAL SEAL QO� FO \` 1\ B 7/18/08 ISSUE FOR PERMITTING EHA A 7/16/08 ISSUE FOR REVIEW EHA No. DATE REVISIONS BY THE EAST GROUP, P.A. ■ Engineering ■Architecture■Surveying ■Technology Box 7305, 324 S. Evans St, Greenvflle, NC 27834 252-758-3746, 252-830-3954 (Fax) PROJECT TITLE PAMLICO SHORES BATH TSB', BEAUFORT CO., N.C. DRAWING TITLE CAMA PERMIT DOCK DETAILS SCALE DEPARTMENT AS NOTED CIVIL DRAWN BY DATE STARTED SHEET No. EHA 5/23/08 2 of 2 CHECKED DRAWING NO. C2 APPROVED PROJECT NO. 20070171