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Home My WebLink About20160622 Ver 1_Design/Maps/Site Plans_20171219I Taj aj CK CURRI 'S) 0 U IND (PUBLIC TRUST WA __RS) GRAPHIC SCALE ( IN FEET ) 1 inch = 10 It, m WOOD DOCK PRC� DOSED ,"IPRAP EXISTING "e"OOD BOLKSEA '; TO RE MAIN NORMAL WATER LINE (FLAGGED BY PROPOSED WOOL BULKHEAD (TYPE 1 o/ T Q) VINYL POOL FENCE \10 lb CONCRETE I iu HOT DRIVE POOL TUB ILI- EXISTING WOOD RETAINING WALL. TO REMAIN ITH 16 FT. TIE—BACKS (SEE SHEET S4" N, 10 FT. RETURN FOR PROPOSED PROPOSED RELOC,9 DECK�- EXISTING RESIDE;N''.- REIAINING WALL WETLANDS Nx UPLAND 1,355 S.F. 14,768 PORCH ;D' EXISTING WOOD BULKHEAD TO REMAIN PROPOSED RE NdNG WALL TYPE 3 0 � DETAIL ON S j p 2 STORY FRAME U) DWELLING WETLANDS LINE \0 WOOD WALK ON PILINGS wWITH ENCLOSURE (FLAGGED BY U.S.C.E.) z E 7 < Ek",` 3 , TIN G < RETAINING WALL TO BE REM IDVED _111-7 0 DECK ----------- Ld WOOD STEPS PFS POSED Wnnn o PROPOISf:-n -AD (TYPE 1) NG RE BULKIEti EXISTI Es WOOD DOCKI WITH 16 TIE—BACKS J SHEET S4) 49ffi. ---- H/P EXISTING WOOD BULKHEAD TO REMAIN PROPOSED RE_.�NG WALL TYPE DETAIL ON C� PROPOSED RIPRAP < oz 0 o ce, OI_ U 0 ko a) EXISTING RESIDENCE uj F.I.R.M. ZONE 1 F=I,R.M. ZONE AE" (EL. 7.4') .... .. .. ' 0 Co LU 10 FT, RETUR IN t", �ttttll2Y wo 3: FOR PROPOSED ow z 0 CD RETAINING WALL xoo(6601:0 z < a < w 0- _1 < 0 z 0 < x < z Z U- Co RELOCATED EXISTING 2 z uJ 0 0 HOUSE ABOVE X ui UJ 0 2 83 UL ui 0 z < CO TT_ Zxo=)QZZ co 0 Z 0 22, 0'-- EXISTING z 0 < a o 0 a- 0 uJ co z 0 x �f N ce < z GRADE 211. 5'-\ 20�0' 18,0" AD -- ----- - _2ZO' <C6< X W Z F- Uj 0 ..... ........... uj000z do it 16:0',- EXISTING—\ D < I II 0 14.0' GRADE _j p'�\\ � p 1&0' /I I15.21 14 - 12�0', 16 O� 0 Z z < x o PROPOSED RETAINING 14.01 a- _Mkil""TYPE 1-11-11 11 1 1 11 1 11-111-11.-1-1 1 11 11 "I'll, 11 5 0 Lu 0 Jl 10.0' 8�0' Li 3 12.0' �2 z < Co Z 0 6.0' 1.' .... .. .. . .. & 0' 4� 0' PROPOSED RETAI'N-ING ....... . C II IL ... . ..... . .. ....... ......... 2.0', WALL TAPE 2 SCALE: 4a 0' . . . ..... . PROPOSED .0' 101 2 PROPOSED— TIE—BACK 0.0' RETAINING WALL - EXISTING RETAINING SHEET: TYPE I WALL TO REMAIN PROPOSED ELEVATION PROFILE 3� :1 lk ll"�CEIVEICD,S2 OF DATE - "r -p 3 2017 t. 11-17-17 MHD CITY REVISED: N/A 4. -AD (TYPE 1) NG RE BULKIEti EXISTI Es WOOD DOCKI WITH 16 TIE—BACKS J SHEET S4) 49ffi. ---- H/P EXISTING WOOD BULKHEAD TO REMAIN PROPOSED RE_.�NG WALL TYPE DETAIL ON C� PROPOSED RIPRAP < oz 0 o ce, OI_ U 0 ko a) EXISTING RESIDENCE uj F.I.R.M. ZONE 1 F=I,R.M. ZONE AE" (EL. 7.4') .... .. .. ' 0 Co LU 10 FT, RETUR IN t", �ttttll2Y wo 3: FOR PROPOSED ow z 0 CD RETAINING WALL xoo(6601:0 z < a < w 0- _1 < 0 z 0 < x < z Z U- Co RELOCATED EXISTING 2 z uJ 0 0 HOUSE ABOVE X ui UJ 0 2 83 UL ui 0 z < CO TT_ Zxo=)QZZ co 0 Z 0 22, 0'-- EXISTING z 0 < a o 0 a- 0 uJ co z 0 x �f N ce < z GRADE 211. 5'-\ 20�0' 18,0" AD -- ----- - _2ZO' <C6< X W Z F- Uj 0 ..... ........... uj000z do it 16:0',- EXISTING—\ D < I II 0 14.0' GRADE _j p'�\\ � p 1&0' /I I15.21 14 - 12�0', 16 O� 0 Z z < x o PROPOSED RETAINING 14.01 a- _Mkil""TYPE 1-11-11 11 1 1 11 1 11-111-11.-1-1 1 11 11 "I'll, 11 5 0 Lu 0 Jl 10.0' 8�0' Li 3 12.0' �2 z < Co Z 0 6.0' 1.' .... .. .. . .. & 0' 4� 0' PROPOSED RETAI'N-ING ....... . C II IL ... . ..... . .. ....... ......... 2.0', WALL TAPE 2 SCALE: 4a 0' . . . ..... . PROPOSED .0' 101 2 PROPOSED— TIE—BACK 0.0' RETAINING WALL - EXISTING RETAINING SHEET: TYPE I WALL TO REMAIN PROPOSED ELEVATION PROFILE 3� :1 lk ll"�CEIVEICD,S2 OF DATE - "r -p 3 2017 t. 11-17-17 MHD CITY REVISED: N/A DESIGN LOAD MABLE CL z 0 !?� o i LIVE L70AD 'V 7 L �:�'3f) DESI�CGN LOADS (n�sf) LIVE LOAD I ' ')EAD LOAD T"O D�EFLECTION] ROOF 16 10 L/240 U�-Rz wo o z J 0 ATTIC (WITH STORAGE) 20 10 L/360 ATTIC (NO STORA,3E) 10 10 L/360 L/360 FLOOR (NON–SLEEPIN"__� AREAS) 40 10 L/3 60 L/360 FLOOR (SLEEPING 4REAS) 30 10 L/360 L/ EXTERIOR DECKSz 40 10 L/360 WIND LOADS ROOF ZONE LL _ WALL ZONE 130 MPH- EXPOS: RE C 1 T 3 _�A 4 5 DESIGN PRESSURES (psf) –44 –51 –48 –58 OCCUPANCY CATE-10RY 11 (PER TABLE 1,1 ASCE/SEI 7-05) NOTES: 1) ENGINEER ASSUMES '10 RESPONSIBILITY FOR EX"T!NG STRUCTURAL GONG ITI ONS, ALL STRUCTURAL FRAM 1iG INCLUDING FOUNDATION, 'o"iRDFIRS ARE EXISTING BY OTHERS, 2) ALL PILES SHALL E,,_-- T.W. NO.2 SOUTHERN PINE - PILE TIP SHALL EXTEND TO A DEPTH OF NOT LESS m -AN 8 FT. BELOW THE NATURAL GRADE OR FINISHED GRADE OF THE LOT, WHICHF_Vr-_� IS LOWER UNLESS NOTED C)THERWISE, 3) IT IS THE RESPONS BILITY OF THE CONTRACTOR TO INSURE PROPER INSTALLATION OF ALL METAL FASTEN? FS PER MANUFACTURER'S SPECIFICATIONS. 4) IT IS THE RESPOND. 51ILITY OF THE CONTRA('TM TO VERIFY ALL DIMENSIONS AND INFORM ENGINEER OF 'CORD OF ANY DISCREPAN(__,kEq_ PRIOR TO CONSTRUCTION. 5) IT IS THE SOLE REE-DONSIBILITY OF THE CONTR,'�CTOR AND/OR BUILDER TO CONFORM TO ALL STk,-DARDS, PROVISIONS, REQ(j!R1.'KI[`_NTS, METHODS OF CONSTRUCTION, AND U"_77 -S OF MATERIALS IN BUILDINGS AND/OR STRUCTURES PROVIDED BY THE NOF -H CAROLINA STATE BUILD NC C'ODE: RESIDENTIAL CODE (2009 IRC WITH NORTH CARO !NA AMENDMENTS), ANY 0"i'HER LOCAL AGENCIES, AND IN ACCORDANCE WITH GO`) ENGINEERING AND CON`; RL)TCTION PRACTICES, 6) ALL SAWN LUMBER �:JRAMING MATERIAL TO BE N0,2? SOUTHERN PINE (MIN.). ALL LVL FRAMING MATERIAL, 'TO BE 2.OE (MIN.), 7) ALL FASTENERS TO 3E HOT DIPPED GALVANIZE -D OR AN APPROVED EQUAL, 8) FINAL APPROVAL IS 7HE RESPONSIBILITY OF THE CONTRACTOR AND/OR PERMITTING OFFICIAL. 8x8 -W, PILING—,_ (SHOVO4 BEHIND) PLACE CEI`j'ER REBAR I _'__1,NTE_RIOR WALL ABOVE THROUGH %C0 BOLE IN PILING 4" THIC, 3,500 PSI d F(MIN.) -:,NCRETE SLAB I L PLATE 00 (3)#4 BARS CONTINUOUS -- w/25" MIN. LAP SPLICE 24" 3" MIN, COVER (TYP,) ,_-MIN. 4" LAYER OF RELATIVELY CLEAN, COMPACTED SAND (SP) OR GRAVEL (GP) WITH LESS THAN 5% PASSING NO, 2 SIEVE. CONTINUOUS CONCRETE FOOTING AT INTERIOR WALL - - -- ---- -_ SCALE: 1" = V-0" NOTE: BOTTOM OF F'�-'OTING SHALL BE SEI 10 PROViDE FROST PROTECTION. 8x8 T.10j, PUNG---�, 1S;,40WN BEHIND) EXTERIOR WALL ABOVE 4" -HICK 3,500 PSI (MIN,) CC,k4CRETE SLAB MIN, 4 11 LAYER OF FELATIVELY1 CLEAN, COMPACTED S,4ND (SP) OR GRAVEL (GP) 1!,'TH LESS THAN 5% PASSING NO,, 2 SIEVE. (3)#4 BARS CONTINUOS S w/25" MIN, LAP SPLICE & 3" MIN. COVER (TYP.) &I'L PLATE 24" T 00 I CONTINUOUS CONCRETE FOOTING AT EXTERIOR WALL SCALE: I"= 1'-0" NOTE: BOTTOM OF FC))TING SHALL BE SET TO PROVIDE FROST PROTECTION. PROPOSED RETAINING WALL TYPE 2 (SEE DETAIL ON SHEET S5' co PROPOSED RETIAIINP�:,: WALL TYPE 2 (SF F DETAIL ON SHEET J`-' I 6'— 0 I_011— 16'_0" — 011" 5'-0>,4'-- 10" --- 6'-2" 7'– 8" 8'– 4 0) 0 0' 24"x8i" THI Et CK–/ CONTINUOUS CONIC. 411 III FOOTING (SEE DETAIL) I III III Til I ill ill III - I 11 III zo III ... 24"x8" THICK 111 CONTINUOUS CONC. III "N FOOTING (SEE DETAIL) -A I II III 81 III 9'--10" 6'– 5)/2" " " 12'—OY29– 8 F--- — — — — — — — — — — — — — — -- — — — — — — — — — -- __A111 HEM — — — — — — — -- — 24"x8" THICK Ili CONTINUOUS CONC, FOOTING (SEE DETAIL) III = III III 0 0 0 00 co 24"x8" THICK --- Lo CONTINIHM", ('CNC II mm 4 FOOTING (SEE DETAIL) III 0)/2 A -- — — — — II--- — — — — - 24"x8" THICK CONTINUOUS CO C. FOOTING (SEE DETAIL) L .I ill 14 II I � t�'111 3'-9" 'i2' tl.�6'– 7y 8' – 811 8'_c' 5'– 9 2 THICK CONTINU0US CONC. I III III III , lil FOOTING (SEE DETAIL)III I III I "o 24''x8° THICK----, III Ili 0 0 CONTINUOUS CONC. FOOTING (SEE DETA1) TT III _m __i III i__ j [ _ '> _ III j III {jl III _ __ III IIS III III Ili III I II EXISTING RETAINING I II Ili III II WALL BY OTHERS TO REMAIN 0 Idl III 7 –4" 8'– BEGIN PROPOSED RETAINING WALL — - — - — - TYPE 3 III III 0 7'-6" 10_O" PROPOSED RETAINING WALL TYPE 3 (SEE DETAIL ON SHEET S5) I, mm"asm SCALE: 1/4" = V-0" KEY: PROPOSED 8x8 T.W. PILING w/8 FT, MIN. EMBED" "ic -PROPOSED RETAINING HALL TYPE 3 (SEE DETAIL ON SHEET S5) R E C E 9, Va" D 3 2017 DCM- MHDC " w CL z 0 !?� o z Z_ w 000 w a- 0 �w z u uj Lli I > U�-Rz wo o z J 0 0 J) UJ uj 1�2 O-JNU)o _j > 60 z 0 wq ui �4 6 — w wl� 0 Fo w w x�d 2 w uu w Now z I SCALE: AS NOTED m