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HomeMy WebLinkAbout9-19 Oversized Plan+1-31' x-4• . }, PROPOSED CANAL DREDGE AREA-2.3FT NWL=O 'CAFIt(MP -2TABLE) y� nj PROPOSED IRO SEF- j +�•• FILL(212SF, 31CY) 1i�1-{-)EE' pjLF, ALL - - NOTE: EXISTING CANAL BOTTOM E 8x8 WALER _ 1.7 OF VINC(NITY OF EDGE OF NWL=O WATER, APPROX. -2.3'. EPTH OM CREEK ` SURVEY NOTES: ,p F'R ypr p DHORELI ETIBT EXISTING `V , - EpC�t�'O pR POSE SHORELINE T/8 TO . T 1) SURVEY PERFORMED ON 10/08/2018 j FILL(11aSF. icY} BOTTOM, OM,APING CANAL �J$ - �8 _ � � PROPOSED BOTTOM, APPROX. 4' EXCAVATE (30SF, 4CY) 2) HORIZONTAL DATUM: NAD 83(2001) \y�#+ + 1.9 +2.0 ;-, Vj 3) VERTICAL DATUM. NAVD 88 } �1+ 20 EDGE OF WTR. ) 4NGS REFERENCE MONUMENT: GUINEA RESET + � + Jf -Q f 2 ARMOR ANCHOR ROD (T'LP.) v WL@ TIME OF SURVEY=0.8 �9 ROPOSED N� IL (259 F, 8CY} F ++ + 30FT CAMA BUFFER SPOIL AREA (POST BULKHEAD cONST.) ABANDO E ,OUSE 6+ + TBM (NOT TO SCALE) + 30FTCAMA BUFFER (CURRENT 9 5 5OFT DRAINFIELD SETBACK —� ,� I. B UCE , F EDER�I , S, CERTIFYTHAT THIS € LAT WAS DRAWN FROM2.62 * ".r S ACiU _ EY E`BY ON A DED T (M8 2, FAG 32) T ' AT ALL BOt ES E SURVEY. THE RATIO OF PRE IS 1 + ... IS GREATER N 0.0 T HJS MAP MEETS THE R IR ME=NTS OF x � % I --,� . " ; 1 FRAME E STANDARD OF PRACTICE FOR LAND SURVEYING INNORTH OAROLINA; + +�2 + +� SHED WITNESS IGINAL SIGNATURE, REGISTRATION !CUMBER; AND SEAL PROPOSED RAIN GARDEN � rR� �� IS 19TH DAY OF OCT ER. 2018. + } °' " APPROX LIMITS OF FILL FOR VINYL SH VINYL SHEET ARMOR PLAN VIEW 1.4 �,� DRAINFIELD -1-18 + V �5 f t + i1MBER 'we II PILE 4 ELEVATION VIEW #V 85v`13Z ' - �' PROPOSED DRAINFIELD ' . a - ••^"" ;zY` - `�"" °" DISTRIBUTION LINES c 4. PRO 1 7 1 2 S ELE OSED ORY TED PR POSEDSE TIG Z TANK +� -.-- -- - -- ®-- - ------ ET O MATCH EAAISTINGNG GROROUND=1.T ] -- _- --=- - ----_— NWL8 �.. ��)x I > IF 4A JOP-7 .✓V ' } i f' OWE PRoposEO STORMWATER SWALE LT SIDE 1.7 FF=3.7 LING RT SI FFz5.7 6 +` +� . GROUND FILL (38CY) tMUDLINEI 2.3' DEPTH DB W +2 �0 CCROETT JILC <°6 1 W 46 1357,1 j" + +7� + I Y - 3.6 u SECTION A -A Q •� E d.4 4Cu • ' i 3:4 4e �- F 8'x8'•CCA PFC RATED TIMBER WALER DECKING CAP TIMBERBOLT WITH NUT & WASHER PROPOSED GROUND FINISHED GRADE / f ARMOR ROD 8" DIA CCA RATED NWL TIMBER IDEADMANE Z 06 qa _ - -' S ! PROPOSED RAIN ;�D- .: _ _ MINrBELDw + 2.3' DEIPTH WEEP HOLE (TYPE FINISHED GRADE + C �y'��t �twl+s } O` GARDEN 1 •.1 k ' l a " . N. 1.5 + ( ` 9 06 A 9' DR N CCA PCF—�,. MARINE GRADE PILIN08 (TO W ^L 0 G3 y-�L X AV 7 F,H-IfWE 7AL: .. +� .b •4� g 1oJ .�.-..F..----^-e,:...«: 10 ( O ARP .. ta'LIF li�P. fytom• •y !/yy OQ V� •� "`m I� �V cj WINYL SHEET Pf-WALL - /W� _ 'L G9 �• ,,.,,.,... 13 fj ^© EMBEDDED MIN 4` EF10. .� M LINE O X s 2 In -- #i{;# �` VPKS 3� A� �� + TIMBER PILE +� 3 EMBEDDED MIN P BELOW (1J �� BOTTOM OF SHEETPILE — — _a p s . 9F k' - Fli +�• V e- +�.t4 �A AAA `4Ll A�� > CREEK IV " ��6 � DRIVE (60' R/Wj TYPICALCROSS-SECTION ' CREEK 3J 1.33 TRAVPKS NAVY STYLE BULKHEAD 20 a 20 40 6 a NOTE: e PARCEL 10# C31 A000000&�G% i 10 0 10 20 30 EXISTING ITEMS LABELLED WITH 3,17ROPERTYLI CAS D IN EIF. ZiONE �AEE )A PER PANE1- �72'18t 4000't -- ITALICS TEXT, PROPOSED LABELLED 9 DA E DE NTER 115 2QC6, 1 LIE3-tE(i -r0 HAN1 I Y F.E K A I » 2 0 WITH NON -ITALICS TEXT 12703 ' Scale 1 I'-10' Mirror Pond Way = . t+0N t N7AL AT'�1 : NORTHOLI CA NA STATE PLANE Pr COO1?4ATE 3�'S7. EN1, N 3 i2 1 Scale 1 _ -- - Midlothian, VA 23114 S. SURVEY 7 2, PROPOSED IMPROVEMENTS PROPOSED BULKHEAD Phone: (804)350-4888 - I&W, P dbarthol@bartholdesign.net a �, �. �� ' PROJECT NARRATIVE: Date Revisions IRON ROD FOOND 0 4c' w THIS PROJECT ENTAILS INSTALLATION OF A BULKHEAD FOR THE PURPOSE OF SHORELINE PROTECTION NOV 17, 2018 DATE ECE AND SIZE REDUCTION OF EXISTING BOAT BASIN IN ORDER TO PROVIDE SUFFICIENT SEPARATION FROM Des%gnedBy THE CANAL AND PROPOSED ON SITE WASTEWATER TREATMENT SYSTEM. DTs BAR HO F#'YSiCAI i�VEY' THE PROPOSED BULKHEAD WILL TIE TO THE EXISTING ADJACENT BULKHEAD TO THE WEST AND DralvnB y DTB ' DCT 19, 20'18 LOT 8_ SECT ION ONE TERMINATE WITH A 4FT RETURN TO THE EAST. THE BULKHEAD WILL CONSIST OF VINYL SHEET PILES AND ECHWOO) SHORES- `Y� _ 1 =49 CAPPED WITH 2FT WIDE TREATED DECKING. METHOD OF CONSTRUCTION MAY USE WATER -JETS AND Checked By MAP SOOI 2, PAGE 32 MECHANICAL DREDGING DTs Job No. scale _ OWNED Y GCB DA 1D T AND SI E '? . BARTHO APP - Ey 8JF APPLICANT: Received17-0002 AS SHOWN = DAVID T. & SHERYL F. BARTHOL DEED BOOK 1427, AT PAGE 904 ONIASSOCIATES INC. C tFORI-OWNSI9F a* re, 1FaIt;1 RRITUCK COUNTY. NORTH C ROLII A PARCEL DATA: SHEETNO. v I T 7- T57*4 7412 F 7-,T4 02 SHEET' 1 OF 1 LOT B BEECHWOOD SHORESDMEG PARCEL ID 031AO0000080001 ��MA— EXISTING SURVEY