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HomeMy WebLinkAbout168-08 OVERSIZE PLANSI I I ,-- / IPF 51 — — — — — I Distr- IPF— ----- Dist. 7 ---------.---- _ _ _ I / Line to be Agreed Upon Harris 1981 Plat IPS Patricia & Robert Cole non DB. 355, PG. 266 I / / I � N 86U523' E f 73. /IPF / Kenneth &Reba Titter Dist. / I D8. 298, PG. 45QL I / IPF c C / A [ I Dist. S Z3 a Kenneth & Reba Vier B PF N 85Y t'4V 90.WDeed Overlap " DB. 223, PG. 40: F Block _...._.° Garage — - 230 Sq Ft I Rm 1.580 Acres 0 4 / \ DB 223, PG 402 777,7 RSG SRAWi ORTYE � KENNETH & REBA TELLER BAR Dnline brII2. 5 88V43' W 4 �• -35 �,�^b • ` ` / / -4'tW, _ f54.2ir IP JOE & KEAN AVOLIS —� up -12 Q NORIIAL'YATER tfVFt- ♦ -� r tit \ AS -u �� K.S. SLADE DB 139, PG 51 TM Sta WOOO TO K Rr'YO" IPF _7s isl. -3° DB 25 247 1C � BE N 871143' E - 7 \ ' DIAL WA 09 ACRES MIN IPFIPF Stith\\\ 2 i50 CY u TOTAL TO BE REVO ist. Dist _ NORNAL WATER LM Dbw TO BE RENM DOSW AT 87ffi'3 TO BE S 6' W TO RAP 9149— -f511 �'YY' DEW To In STRIETItliE y Acres DB. 251, PG. 247 AMLICO CONSORT, LLC \ �- PARCEL 251, PG 247 PAMLICO CON T, LLC DB 49 , G 23 IPF Dist. N 413.7W Q4x 10 CON ROADSIDE SWALE TO RBM IPS POWER ti TNG SEPTIC TANK t PIgP TANK TO BE REIJM I TB -z4 d ' d7 -v E>O.STDtG ErARHEAO _ • . " -7 ------`EASTWG SSRUC7lNtE— � --70 BE REMOVED S E ENLARGED V W jS REA a �\ . — a, \ �.4 17 7 37 � ©Fc — — 12 13 /-65 FOGS RED MARKER "2" {" \ �- 14 of \ -� GREEN MARKER "1" A EXISTIN SITE CONDITIONS C1A C1A SCALE: 1 "=50' WAIR EARNG ODDS TO REMAIN 32 31 d 30 29 26 DOS MG on TO AN 77 25 25 24 23 22 21 20 19 W 00 0 Q z c U I I SEE ENLARGED VIEW THIS AREA SHEET C1 B � � I { �I I II TO I IPF 115t 1 NI I jQ I 6• PVC MAU MA 0 I � � I o �I Q �0 I n THG HIDRAHT IReaw IPF aWSW SIIllxw JIMMY WAT N m ( DB 418, PG 116 n 550 3V \ ReBar S8550 3' i lz 4 � - 3 - 1 2 BOAT RAID M IBM MUCC CO SORT, L 42 DB 251 PG 247 41 40 M 39 38 a 1 / 37 ElOST01G ASPHALT 36 TO REIIAWI �, � � g �Z 34 4 j HOSTING WOOD WIAEKWAY n V TO BE REIIOIhD 1111.141EMQ TO REMAIN N83'09'S0'E i 113.20' I ENSRNG RWOiEM NORMAL WATER TO ROM 50 0 25 50 100 SCALE: 1 "=50' ,_.x - _ _ � r t+t - a ,p u "fir €,la -nefs , 4 LlNsrriN --Pa7 '� G ut �� - � ..,�"3 ��_ r• :A e tea,, . 'Gew Nt3S3iA3 - ,try �a a VICINITY M A P 0 T TO SCALE LEGEND EXISTING — —5yYAt --- OHE-- — PROJECT SUMMARY PROJECT DATA: DEVELOPER: PAMLICO CONSORT, LLC PO BOX 181 ORIENTAL. NC 28571 (252)670-6787 OVERALL SITE AREA: 124,794SF, 2,86 ACRES SITE ZONING: NONE UTILITIES: SEWER -PRIVATE SEPTIC SYSTEM WATER-PAMLICO COUNTY ELECTRIC -TIDELAND EMC TELEPHONE- EMBARQ CABLE TELEVISION-SUDDENLINK REFUSE COLLECTION -PAMLICO COUNTY CONTOUR WATER MAIN STORM DRAIN OVERHEAD ELECTRIC CAMA SUMMARY: TOTAL SITE AREA WITHIN 75' CAMA AEC=62,623 SF, 1.44 ACES, 50.27% OF TOTAL SITE AREA TOTAL EXISTING BUILT -UPON AREA WITHIN 75' CAMA AEC =4,70 SF, 0.11 ACRES, 7.71% OF TOTAL 75' CAMA AEC AREA TOTAL PROPOSED BUILT -UPON AREA WITHIN 75' CAMA AEC =411 SF, 0.10 ACRES, 7.64% OF TOTAL 75' CAMA AEC AREA TOTAL PROPOSED BUILT -UPON AREA (ENTIRE SITE)=12,868 Sf 0.30 ACRES, 10.31% OF TOTAL SIITE AREA. NOTES: 1. ALL STRUCTURES BUILT UPON THE PROJECT SITE SHALL CMPLY WITH THE FIRE REQUIREMENTS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE, WITH NORTH CAROLIA AMENDMENTS, 2002 EDITION. 2. SECTION 404 WETLANDS ARE PRESENT ON THE PROJECT SI7. 3. NEUSE RIPARIAN BUFFER AREAS REGULATED UNDER 15A NCC 02B EXIST ON THE PROJECT SITE. 4. THE RECEIVING WATER COURSE FOR THIS PROJECT IS BROA[CREEK, CLASS SA, HOW, NSW AND COFFEE CREEK, CLASS SA, HOW, NSW. PROPOSED 10-SLIP DOCK FACILITY SUMMARY TOTAL LENGTH OF SHORELINE ON PARCEL = 1,039 LF (ENTIRE FACT) TOTAL NUMBER OF SLIPS = 10 TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 SF TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172F TOTAL AREA WALKWAY = 6'x99' = 594 SF TOTAL AREA TEE HEAD (PLATFORM) = 6'x153' = 918 SF TOTAL AREA FINGER PIERS (PLATFORM) = 580 SF TOTAL DOCK SYSTEM =1892 SF \A tCA P. 4'° �LSS7 •��� i q' 9 L = fiJ738 ✓ s � ` t �slruirtttw� LO 0 C-C h� O FOF-� r� ul C E-, C Ln co T � co — z� a—� � Y W ` C "i �In _ W CN x W Q O > � 03 Q0 (DO W Lo Y C� mN O N V 1 O ID-1 O O C �i Y !-� c 06015 N CA, Ij0 • 15738 ; r//ttliilti0'�` 41 d'10 � Q of w w� aiQUQ • 0) Ln 0 °�° CD W zN m Ln W N 4- m E�x �L LL- 000 > ";I- QD c CDO i j Ln Q w�L )oQO '> m N U n LO 04 0 0 w � o T a n � c\2 C o E-� w 06015 (2) 314" THROUGH BOLTS N d' THROUGH BOLTS (TYP) CD FT1 I- ('_A ENLARGED DOCK LAYOUT ��l SCALE: 1 "=20' A 6' lj 1 1 /2" 2x6 DECKING --16" LAP (MIN.) - -TOP OF DOCK 3.5' ABOVE NORMAL WATER LEVEL 2x8 STRINGER ° ° ° - 2x10 GIRDER ° 2x8 CROSS BRACING EVERY ° THIRD PILE ROW CUT BRACE --- END FLUSH ° WITH PILE (TYP,) MEAN HIGH WATER - ROUND TIMBER PILE L'A SECTION A -A 1 CROSS SECTION @ TYPICAL DOCK C3 ull SCALE: NOT TO SCALE 8" BLOCKING @ CROSS 6" ABOVE MHW (TYP) EXISTING —W- -D— ONE — LE('F-ND CONTOUR WATER MAIN STORM DRAIN OVERHEAD ELECTRIC \ `S / `s`s v +\ / Q / ,0, + / / h sr� l / 6 � S +l/IX a G o 313 + / r 24-1 / + 1cyl r - o 3 / % r SLIP 50 181' 50' �o \ °O SLIP 49 \ ff NO ILWdEl L VELAil 3 / SLIP 4 l I \ o yj 1 \ / So 52 � s 1 SLIP' 47 s CENTERLINE PROPOSED DMK _ - "CLOSED HEAD,\ UMPOUT � / W ' + � VAILABLE" SIGN A E (TYP. F 3) Q\ 6 > S IP 46 SLIP 51 NEW DR1C HYD IvT \ ' l 30 5, I (DETAI 2, THf§ cSHE �) \ / oci ISLIP 45 / • Cst •� j \ \ \ EXISTING BUL� HEAD C / TO REMAIN \ `s°O I ( LIP 44 ' s I SLIP 43 \ \ o — •� s T Q \ i I� Q .6, \ .6, 20 0 10 20 40 '-C' E-. 1 "=20' E� Tlh LR P! LE 21/2" h n Coil", i - EXISTING;', �� � � _ •, Ll± RELEASE FOR PERMITS JKA 3%18 f OS 2 CAIv1A COMMENTS ( JKA 5/1 /08 NO� DESCRIPTION _J 8Y DATE Revisions 2 1;`2" 90' PVC ELBOW 1/2" PVC DROP PIPE AINLESS STEEL PIPE STRAPS 016' OC VERTICALLY /-NORMAL WATER LEVEL 2 112" 90' PVC ELBOW NE W DRY HYDRANT Y HYDRANTC2, C3 NOT TO SCALE PROPOSED 10-SLIP DOCK FACILITY SUMMARY TOTAL LENGTH OF SHORELINE ON PARCEL = ~43 LF PARCEL 'A' ONLY TOTAL NUMBER OF SLIPS = 10 TOTAL ALLOWABLE PLATFORM AREA = 4 SF/LF X 543LF = 2172 SF TOTAL PLATFORM AREA PROPOSED = 1498 SF < 2172 SF TOTAL AREA WALKWAY = 6'x99' = 594 SF TOTAL AREA IE HEAD (PLATFORM) = 6'x153' = 918 SF TOTAL AREA ANGER PIERS (PLATFORM) = 580 SF TOTAL DOCK SYSTEM =1892 SF kA r S AL r �_ 15738 cl 4�I o; E--- { O E-- U-)CDo LnLn 00 N co LL C\j �Ln Lj � wQ .o > ¢Q0 (-0o W Ln� W � Ln C) x� oQ0 N Ln EQ ��­" �3 W O O I� 0 U) o C\2 o � w � r� W I Y I I I I I I I I I I � I I I I I I I MI � I I I l I I I I I EXISTIN kADSIDEISWAIE TO RE Alj I � I I o I� I XISTING 6° PVC WATER MAIN � I I � I I � I I � I I Q I C�_ I I XISTING HYDRANT I I / KENNE I H & REBA TILLER DB 223, PG 402 / / a / O i 4 XISTING GRAVEL DRIVE / -1.8 -2.0 c� -2.0 - K.S. SLADE -2.5 / � 25 DB 139, PG 51 XISTING SHED 2.5 \ -3.0 , \\ -23t0 N V 8 I NORMAL WATER LE L -3. 4.0 < -2.7 \ Pj \ -4.0 -2.5 1_� a EXISIP RAP -4.0 \ 1 l 2.5 TO dlo 3 -4.3 I -4.5 � NEW 45 LFB -4_7 -2SSEE ETAd-3- SICLC2-� REIAIN 4.3 EXI STRUCTURE TO RETq�- -4.0 \ -4.5 �-' -3. �< \ \ I EXISTING ROADSIDE SWALE \ / \ TO REMAIN -5-0 7- o XISTIN LK EAR s e / 0 AIN" I -5.0 -4-5 \ -5.5 -4.5 / \ NT L W TER EVE �^� \5.5 1-1-4.5 1 ,G. \ \ f � 4.0 \ , WALKWAY -2.5 '"i AIL , SHEET C2 -5.9 ' \ ' �' \ \ \ Q W W W + W li, (2,992 SF TOTAL) -2.3 1 - W W EXISTING BULKHEAD- - �3.5 -29 TO REMAIN DELINEATE N W "CLOSED HEAD, PUMPOU -4.0 �-1.7 N L WATER LEVE AVAILABLE" SIGNAGE (TYP. ✓3) /� -4.3 -6.1 -5. o LIP 5 Q� -3.3 2.7 �� _' ---_- 1 c` f \ EW DRY HYDRANT 2 -4.0 �_l \ -1.7 _�- SEE DETAIL 2, SHEET C3 ORMAL WATER LEVEL -ss \ -2.7 \ - -__?�- 1 ' �� 2a-- 90 LF VINYL BULKHEAD -s., �- _ EXISTING DOCK SEE DET IL 3, SHEET C2 EXISTING BULKHEA NORMAL WATER \ TO REMAIN \SLIP 51 \ -2\ TO REMAINZ -1 : Q� -� � 1 5.8�- _ -3.7 � -2s � 32 -6.1 \ 2 \ -4.33 / \\ -2.7 -6.5 �\ . UQ _3 5 • - - . NEW DOCK-3 / - 7/ 3 31 \ o� ENLARGED VIEW -s., Br a ' \ SHEET3J / 4 / / 30 Q 29 1 -4.4 -6.3 OQ \ -4.3 -5.9 6 6\ \ -i -6.4 \ 1 ROPOSED457WPACTS TO PAIC _5., ' Za ST WATERS = � 11,001 SF A SITE LAYOUT P N \ / -5.9 EXIS ING DOCK -6.7 C2 C2 SCALE: 1 "=3 -5.7 / TO EMAIN 27 EXISTING STRUCTURE LEGEND EXISTING -5- - -W- - -D- - OHE - - JIMMY WAT N DB 418, PG 116 "CLOSED HEAD, P MP UT LABLE" SIG AGE (TY . 0 3)�`� r NEW 6' WID LUSH WOOD Y-SEE DETAI(932SF , SHEET C2 ( TOTAL) W m CONTOUR WATER MAIN STORM DRAIN OVERHEAD ELECTRIC iSTING BOAT RAMP REMAIN 42 41 40 39 NORMAL ER LEVEL \ 38 37 36 35 34 3\ EXISTING BULKHEAD TO REMAIN O" vJ 4 Q Q 30 0 15 30 60 SCALE: 1 "=30' ROOF GUTTERS SHALL BE PROVIDED ON THE NEW DOCKHOUSE FACILITY WHICH SHALL DIRECT ALL ROOF RUNOFF INTO THE RIP RAP FLOW SPREADING DEVICE. SEE SHEET C3 75' CAMA AEC LIMIT1 N N IV LIMITS OF ZONE 2 RIPARIAN TOTAL IMPACTS CAMA AEC = 1,766 SF LIMITS OF ZONE 1 RIPARIAN SUFFER- EDGI OF OVERHANG OF NEW TOTAL IMPACTS ZONE 2 = 733 SF DOC,HOUSE STRUCTURE EDGE Of EXISTING CONCRETE SLAB TO REMAIN TOTAL IMPACTS ZONE 1 = 1,033 SF N N qC2PLAN VIEW @ NEW N DOCKHOUSE ON EXISTINGSLABC2 SCALE: 1 "=30' NEW DOCKHOUSE FFE=8.0' EXISTING CONCRETE TOP SLAB=3.90 SLAB (TO REMAIN) 2 CROSS SECTION THROUGH DOCKHOUSE ,21 C2 SCALE: 1 "=20' J 3 2 1 -1 -2 -3 -4 -5 -6 0+00 unnr i i ,AinnR WALKWAY PLAN NORMAL WATER LEVEL FINISH GRA 6' 41DE FLUSH WOOD WA '�_-NEN VINYL SHEET PILING �_EXISTINGBOTTOM 0+50 DEADMAN PILE =E PLAN E 4 3 KWAY 1 0 -1 -2 -3 -4 -5 1+00 DETAIL/CROSS SECTION OF BULKHEAD/WALKWAY NOT TO SCALE �J O � � O E-- Cf] E­ �� Q � W 0 F4 I--LI c 1 U-)C° �o Ln NQ0 � I U� Z Q0 w z Cv cte�Ln Lw m �x WLL_ z > ';z� CD U0O W LnO Lc) I rq o(-o 'j m N Ln U �N [orb 001 JUL 17 20 orshgad City IF Fm4 C) O I:�l �10_ p- O O cfl `� C\2 C'I'D O 06015 OPPOSITE SHORELINE A SITE LAYOUT PLAN C5 C5 SCALE: 1 "=30' -5.9 I RELEASE FOR PERMITS 2 CAMA COMMENTS 3-1/4 WIDTH RULE NO. DESCRIPTION Revisions LEGEND EXISTING JKA 3/18/08 JKA 5; 1 /08 JKA 6/25/08 BY DATE 5- - CONTOUR -W WATER MAIN D STORM DRAIN OHE - OVERHEAD ELECTRIC 011, 75' CAMA AEC -5.2 4.5 = -2.0 W W z T -5.5 -5.0EXI ZC� TO R IN AIN _KHE , I \ I -4.000 W 50 NEUSE 1PARI FER EXISTING CO ET \-5.5 i7 \ 1 �•. lON[NEO RIpARI 8� SLAB, TO REM \ NORMAL WATER LEVEL NEW DOCKHOUSE -5.5 _3., AL wATFR�LEVEL I TING SLA ( \ A CLOSED HEAD, PUMP0�3 WE AND I SEE DETA SHEET -5.7 ' 44.0 AVAIL G YP. OF 3) %c� 00 \ y W NEW 6' WID FLUS -zs \ ,� � • \ \ , W W I,, WALKWAY -SE AIL , 2.3.z �_�,70 (3,304 SF TOTAL) ' \ 2.9 _ _ / -\ � EXISTING BULKHEAD \ 0 W �� -a.o �3 5 TO REMAIN DELINEATE N ,� , -4.3 \ ' ° / -1.7 - CLOSED HEAD PUMPOUT N L WATER LEVE • // \ i" \ Al, --a-AVAILABLE" SIG AGE TYP. LIP5� -3.-2. S' Q 3 2 1.7 EHYDRANT 2 a o 5.5EE DETAIL SHEET C3 O -� \ / Q 1 6 -2.7 ORMAL WATER LEVEL -2.1 �z.5 90 LF VINYL BULKHEAD S 51 \ ` -�-25 / / EX STINGREMADOCK SEE DET IL 3, SHEET C2 .3\ 32 -4 -65 . s� • �Q _ . NEW DE)GK--3_ / - .7/ 3 31 � � �S ENLARGED VIEW , / ->'1 Br a Q SHEET-Q 30 . � -� � -6.5 -4 29 \ -6.3 QQ �\ \ �S, -4.4 4.3 -6.4 \ -4.6 / - 1 5 O . TRCS� WATERSACT11,001 S TO PU��IC / � 2s l SF - -6.5 \ J \� \ -6.7 \ 8 -5.7 -� / -5.9 ' C L f U tDGK -6.6 27 AVAILABLE" SIGNAGE (TY 0 3) 0� i-53 -5.8 \I -6.5 \ -5.7 -5.8 10 \ F� ` E 26 \ /- -6.6 -6.6 -6.1 -6.1 -6.1 25 12 \ 2\ 13 4 / -ss \ / -s5 \ \ RED MARKER "2" -6.6 �-6.5 14 \ � -6.6 \ \ -6.6 .b-t- 23---6.5-- -'- 15 22 0/- \ 16 21 17 20 18 19 NORMA ....._.. �.__ OPPOSIE SHORELINE -J -6.0 , -6.0 G /Q� 6 -5.9 / / -5.8 CO /-£i0 -5.9 -6.5 -6.1 / GREEN MARKER "1" EXISTING DOCK TO REMAIN 30 0 15 30 SCALE: 1 "=30' •1 3) f CARO���ii • roF`GBS����Gy9 � ', SEAL 9r•� 15738 _ 0 .. 0��� E- (11 cf) H u H 00 00 `O - Z (-D w z c\ m LO �T4 LLI �4-m � �x ELLl LL- C z o -00 Q0O L Lj Ln O 0 C/I o(_0 'j m N 0 U ON H CQ o �C-)-•, 0 �--� E-i w 06015