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HomeMy WebLinkAbout13-13 Oversized Plans Sikorski, JohnsrRArrs ROAD SMYRNA \ EXISTING IRON PIPE FOUND GUM TREE MARKED H K PAGE INVESTMENTS, LLC I-.� C GRAPHIC SCALE DB 959, PG 376 CHANNEL MARKER RED 44 PIN: 7346.03.03.7805 �ONC ` R� \ D� D►>DN 15 PIGOTT ROAD -� nl�f�Ty 100 0 50 100 200 400+ GLOUCESTER, NC 28528 8.47 ACRES INGIS) NOZONING J GLOVCesre i ROAD \ 1•04. t, EXISTING IN FEET \ O BOAT RAMP 1 inch 0) It. SITE SITE o I� a f Existing Conditions EIP 4,1V �Map " TELE PED MA R J�i SHALLgERG ' • • Vicinit �,,,,, 14?3"t• � ``"� Existing Dock y pNTS) off. 0�\` s6J 3s, WATER DEPTHS AS r- / SHOWN ARE NORMAL LOW Q. V WATER, TIDAL / dwa1P Existing Riprop 79. DELTA - 2.3 FEET nrd / _ _ _ _ _ _ _ - - - - Riparian Corridor Limit - - - - _ - - - _ _ _ _ �5 Extent-------------------L------- -------�3=6----------------------- ---- ----- -------------------------------------------------------•--------------------------------------- / J//•� Coastal I i , (� 1 I , I� + I kF ��10 T2.� 02.8 ,0 •9 15ft Riparian Setback P Centerline Wotionds i 1 i '1 sd1l i 1 I` I ,p*cAti JOHN SIKORSKI existing / R PIN: 7346.03.03.3860 Swale/d(tch, DB 1125, PG 263-�. I i 1I 0� ( i `� I 82.8 1919.0 610 PIGOTT READ `* GLOUCESTER, NC 28528 I �; l� ,I 1 1, I 2 STRAIT S / 8.13 ACRES \ 1 03.2 03.2 22.0 r} NO ZONING , ti ( i t 2 3.2 03.3 03.5 03.3 63.2 493.2 193.2 82.9 • Wetland .. •�n° \ I T �p •8 B p �3.5 �3.8 �2.6 19.0 918.3 • NORMAL \ Z ,I 1 I , 2.8 �i A HIGH 2.8 ®2.8 16.3 1HIATERSS.4 �JNE 3.44 WEREOBSERVEDERVED / IN AREA OF / IPS 7 IPS 2 TELE PEDS -fin i `� d8 D� SURVEY 0k ist � h_. WRING I _-__ WA_�-_ �- -, 15ft Riparian--- Setback _ _ __ MARY LOUISE NELSON RS LANE- .-. - ►` - ' r \ i '� '_----j"=----- _---- ---- - - _ ------ ---_---_----- ---- ---- ------ ------_----- _----- ---- ---- - ---- ----- / / (15 WIDE PRIVATE LAN CM -�_�"- -4+7'' Riparian Corridor Limit PIN: 7338.04.93.9823 E) EIP "'� ------e+_.� Existing Riprap DB 843, PG 402 PIGOTT ROAD DALLAS D. ROSE CHRISTOPHER SHUE I -. --- APPROXIMATELY 4600' TO BROWNS ISLAND GLOUCESTER, NC 28528 PIN: 7346.03.03.1449 DB 876, PG 157 PIN: 7346.03.03.1396 DB 1127, PG 230 ----"`•��_iJ / 4.15 ACRES (BY GIs) WATERS LANE, GLOUCESTER, NC 28528 WATERS LANE, GLOUCESTER, NC 28528 Existing Dock NO ZONING 0,707 ACRES (BY GIS) No ZONING 0.927 ACRES (BY GIS) NO ZONING I� ■ I 404 Wetland Line I �I 15ft � R--i a-r-i-a-n---S--e-t-b--a-c--k-------------------------------------------------------------------------------------------- -------------------------------------------- (Including ! Coastal- !` Wetlands -Extent I r i i 1 I •� 2.0 All Boat < as noted 1.2&.32.8 Lifts Some I i Dimensions i .0 Railing to 10 I ® prevent: - , o 12.5 access t ,,. \ I� AREA SAV's platform _Lo % �y OBSERVED PRESENT ( N Finger Pier Boat Lift 1.0 & DURING V 7Tr- 1 2.8 SURVEY00 6 00 Railing to g `� `A__�- - ,� �►i. 1 prevent 2.5 E f►�u��y / access o �- _ w \1.8 4 3f t x 28ft �,�� •,, �- 1.2 from o c I -► Finger Pier �, �� ..,�,�,,_ g Landward 'sr'm- I ; ,�� "� platform a v 2- I- '`'•�,,., p 4 (Same for all) Extent �,;;,_ 1.0 _ 0 -r I rear r- Coastal I 1Q I 1 i 1 I 1 i r r I Wetlands '~ y JJJ 4' --►) Walkway � landward of Old Coastal �•.,; S�`t Manmade Wetlands •.� q� Boat Basin Crossing Old C Manmade Boat Basin 1 / \ 1 i i \ 11 \S 1 LEGEND, O EIP - EXISTING IRON PIPE O IPS - IRON PIPE SET a CONCRETE MONUMENT POWER POLE ADJOINING LOT LINES =- 404 WETLAND DELINEATION POINT �1 Normal Low Water Depth Location ® Boat Slip Number _ _5- -� Existing Contour --<D--Proposed Contour Proposed Fill Area z. CURVE TABLE CURVE I LENGTH RADIUS CHORD CH.BEARING C 1 1 243.57 388.59 239.61 7 " C2 1 145.40 1358.84 144.40 4 •4 ' " y LA C) I 1 = I I I I I 1.� I I:� rConnecting Walkway Section 1"=5' Existing f Grade 0 NAVD Construction w/ P.T. Lumber, HDG or Better Fasteners & Appropriate For Use 8 Location / / ,, / / I ti / / \ , All construction subject to structural desk selected manufacturer specifications & applicable Building Codes & standards. 1.2 4 ofi -.- P i & 276 1.2 I 6 3.2 2,7 y 7 1.5\ 1. �- � 3.0 For section of pier over water, including 0 Note: Waterward extent of platforms, and finger piers, the following shall proposed finger apply: -- ® • Pilings shall be installed by driving (rather piers & Boat G� than jetting) Lifts unchanged • Pilings shall be spaced 1Oft on center (from initial (other than terminal instances with Railing to submittal) dimensions < 1 Oft) prevent �O0 Structural design shall accommodate span access to between pilings platform NOTE: Platform location • Gaps between all deck boards shall be a unchanged (from initial minimum of Y2" i,,, submittal) except shortened • Pier elevation shall be a minimum of +5ft co equal amount from each end X Normal High Water. Platform and finger piers may be stepped dawn to no lower than +2.5ft Normal High Water. Proposed Conditions • All construction activities for the pier will Enlarged View occur during periods of water depths 1 =20 sufficient to avoid barge resting on the 6 bot tom 15ft Riparian Setback - -------------------------------,---------------------t ------- ----------------------------------- r ' � f � / I' \ / n, , Minimum 3ft from bottom of decking to wetland subst ate � / // \// % /� Timber Piles \ J// n � � ro � I'm Ile u, /� � / \ \f .\ \i \ \/ \ \ Now ,y M J A N 10 Finger Piers & Lifts Section - A it, =5' in addition to the pier, platform and walkway construction, grading as indicated by the finished contours (followed immediately with permanent stabilization of disturbed areas with sod or gross seed & mulch) is proposed. Planning and Permit Facilitation by: COASTAL PLANNING SERVICES, INC. Kathy B. Vinson, AICP Comprehensive Land Use Planningand Development. ssistance P.O. Box 827 Office 252.354.491� Morehead City, NC 28557 Fax 252.247.5875 �15.8 015.8 '99.0 S5.0 CHANNEL MARKER RED 46 Boat Lift Finger Pier Construction w/ P.T. Lumber, HDG or Better Fasteners & Appropriate For Use & Location All construction subject to structural design, selected manufacturer specifications & applicable Building Codes & standards. General Notes • This plan document for NCDENR-DCM CAMA Permitting Purposes ONLY • Construction shall be in accordance with all applicable Building, Accessibility & other Codes and Standards. • All dimensions, locations, utilities, et cetera to be carefully verified by owner and contractor prior to stru.--tural or other further design &/or construction. CF6TM,NtJ1N at NOT RELEASED FOR CONSTRUCTION Topographic Survey / Base Map Provided by: Newcomb Land Surveyors, LLC 246 West Millbrook Road Raleigh, NC 27609 (919) 847-1800 fax (919) 847-1804 REVISIONS 9/14/12 per CPSI 9/21 /12 per DCM & CPSI 10/3/12 per DCM & CPSI 1/8/13 per USCE & CPSI 1/9/13 per DCM W Q d i CT •E, 3 W U. C W N cMYS Ln CL c.i o Zip ��Ln N v U n at W Z �t c J E a C �, N o °E U > ILL! M u i Z N = V) Y a _� 3 U "o C ca t1 0 1$ cc co r 0 z Cn co o Y Z o (ll ,ate► cn U C v� 0 CL O 0 0 CU 0(0 t CL 'F 0 C 0 0 0 DATE: 8/16/2012 PROJECT: 11-033 DRAWN BY: JF SHEET: 1 of 1 EXISTING IRON PIPE FOUND PIN: 7346.0103.7805 GUM TREE MARKED H K PAGE INVESTMENTS, LLC DB 959, PG 376 00 pnG 15 PIGOTT ROAD NO GLOUCESTER, NC 28528 6.47 ACRES (BY GIS) 14, 2j" NO ZONING EXISTING BOAT RAMP IPS 14 -�F 0 cli TELE PED 4i5 S co 'Existing Dock IN �zzj,--7 0 Proposed WATER DEPTHS 16 Eft Wood SHOWN ARE 0 Connecting NORMAL LOW Boardwalk WATER, TIDAL ­_� 7 - IPS/ ZExisting Rlprap DELTA = 2.3 FE-T Riparian Corridor Limit Landward From NHW - - - - - - -- Extent r S3.6 -I!, ----rxTe-ni76n-Across - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - --- 15ft Riparian Setback WCOgnt a 1 2.8 'V3 6 Centerline dO (9 .0 1.2 2 existing 191.0 0 JOHN SIKORSH 1 PIN: 7346,03.03il",860 DB 1-125, PG 253 y Proposed .8 2,5 k_ Boat Lift, T S 610 PIGOTT ROkD S T R A I GLOUCESTER, NC 28528 -0,---'--(All Slips) 8.13 ACRES A y. S3.2 MP OQ NO ZONING Wetland %3.2 S-3.3 S3.2 S3.2 S3.2 2 S2.9 3.2 i_n .0 Line S15 S-3.6 S3.5 S 3.3 2.8 "2.3 NORMAL HIGH Proposed ly 2.8 WATER Finger Piers Proposed 6ft 1.8 S LINE u . 3 28ft Wide Dock 3.4 S4.4 aft �c \ARE A S/ N1556'52W 189.77' 08, 0 IPS '3UY --D IPS 2 TELE PEDS PRESENT DURING 15ft Riparian Setback -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- WATERS LAN E EIP Riparian Corridor Limit (15- WIDE PRIVATE LANE) ECM EIP -Q IPS Existing Riprap EIP 2.7 APPROXIMATELY 4600' TO BROWNS ISLAND Existing Dock NO SHELLFISH WERE OBSERVED MARY LOUISE NELSON ECM IN AREA OF PIN: 7336.04-93.9823 SURVEY DB 843, PG 402 PIGOTT ROAD GRAPHIC SCALE GLOUCESTER, NC 28528 4115 ACRES (BY GIS) P �Ecm 109) 0 � 100 200 NO ZONING I DALLAS D. ROSE CHRISrOPHER SHUE NON: 7-346,03.03.1449 PIN: -7346,03.03.11396 Ove:� r a I I Plan View D8 676, PG 157 DB 1127, PG 230 WATERS LANE WATERS LANE FN FEET GLOUCESTER, INC 28528 GLOUCESTER, NC 28528 I inch = 100 fL 0 4 We t I a n d--2:;------. Line -7-7 50' Y NL x zz 0, 0 *A, 144wrr CO Landward Extent *mo00 Coastal Wetlands Oft 0 EIP - EXISTING IRON PIPE 0 iPS - IRON PIPE SET CONCRETE MONUMENT POWER POLE --- ADJOINING LOT LINES 404 WETLAND DELINEATION POINT Normal Low Water Depth Location Boat Slip Number Existing Contour Proposed Contour Proposed Fill Area NOTE: See 4-04 Wetlands Survey for additional property boundary and wetlands information. CURVE TABLE CURVE 1 LENGTH RADIUS CHORD I Cl-CBEARING C1 I §L25:1 C2 2L09"E Minimum aft from bottom of decking to wetland substrate Construction w/ P.T. Lumber, HDG or Better Fasteners & Appropriate For Use & Location All construction subject to structural design, selected manufacturer specifications & applicable Building Codes & standards. S19.0 22.0 S 16.3 S 16.3 400 In addition to the pier and boardwalk construction, grading as indicated by the finished Contours (followed immediately with permanent stabiliz.o'-icil of disturbed areas with sod or grass seed -AL rnuich) is proposed. Platining and Permit Facilitation by° COASTAL PLANNING,41SERVICES, INC Kathy- B. Vinson, AICP Coittprehensive Land [Tse Planning and Development Issistanee P.0, Box 82? Office:252,354.4916 Morehead City, NC 28557 Fax 252.247.5875 CHANNEL MARKER RED 44 -j Uj z z i 1. � S 5.8 & 15.8 ,)0 5.0 CHANNEL MARKER RED 46 ( =n- .aeneraI Notes • This plan document for NCDENR-DCM CAMA Permitting -Purposes ONLY Construction shall be in accordance with all applicable Building, Accessibility & other Codes and Standards. • All dimensions, locations, utilities, et cetera to be carefully verified by owner and contractor- prior to structural or other further design &/or construction, Topographic Survey / Base Map Provided by: Newcomb Land Surveyors, LLC 246 West Millbrook Road Raleigh, NC , , (9 19) 847--1800 fax (919) 847-1804- REVISIONS 9/14112 per CPSI 9/21/12 per DCM & CPSI 10/3/12 per DCM & CPSI LLJ is Uj C: Lj- .0 U') Ln C) C: U Urn U- LU C: 4 -J Qj U-1 U) C -(7- C: CQ 0 0 E. E U C: LILI a) uj CZ Cq 4-) C: > U (0 r-- CL 04'54*44;t% Oil SEAJ 0 L- 0 >1 0 0 0 0 0 - 0 (D 0 .0 (0 LL 0- 0 DATE: 8/16/21012 PROJECT: 11-0353 DRAWN BY: JP SHEET: 1 Of 1