REINFORCEMENT CLEARANCE DETAIL SECTION OR DETAIL

53 Pages·2008·15.66 MB·English

by  Bentley Systems, Inc.

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GENERAL NOTES: CONCRETE NOTES:
ABBREVIATIONS
US Army Corps
1. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH. of Engineersfi
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f’c) OF XXXX PSI AT NEW ORLEANS DISTRICT
2. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65). 28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED. ALT. SP. = ALTERNATE SPACING
3 . ADINPIM PTRHEONEXS FIIIOMENLASDT .AE.N CDO/ONRT ERLAECVTAOTRI OSHNAS LMLA VREKREIDFY T HAUCTSU (+A)L A DRIEMENSIONS 32 .. SR25TE0AI0NB PFILSOIIRZ ACATITN 2IGO8 N DS TASELYEASLB, 9 SC0HO DANALCLYR SHE ATISEV PESOH AZA ZMLOLINL HAIMANVU IEMS AU Y SMIEEIDLND.IM SUTMRE CNOGMTPHR (EFSyS) IOVFE 6 S0T,0R0E0N PGSIT.H (f’c) OF BBA/ZFL === ABBZAOISTMETULOTIMNHE FACE APPR.
D 4 . DSHIMOEWNNS ITOON SS CAANLDE/OR ELEVATIONS MARKED THUS (NTS) ARE NOT 54.. CROEINNSFTORRUCCITNIGO NSH JOAILNLT BSE S HSPAALCLE BDE T POR OMVISIDS ERDE CWEHSESRESE FSOHRO WGANT OEN L TAHTEC HDERSA.WINGS. WHERE NOT BCL == BCOETNTTOEMR LAYER DATE
SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR
5 . DSCRAALWEIDN.G NST ASR IES GSHENOEWRNA OLLNYL YT OW SHCEARLEE D, BRUATW SINHGO UISL ODB NVOITO UBSEL Y THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT CB = CATCH BASIN
OUT OF SCALE. LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER. C.I. = CAST IRON
6. BENCH MARKS AND BASE LINES HAVE BEEN ESTABLISHED AT THE 6. UNLESS OTHERWISE NOTED, PROVIDE 34" CHAMFER AT ALL EXPOSED JOINTS, EDGES, CJ = CONSTRUCTION JOINT
SITE BY THE GOVERNMENT. EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS. CL = CLEAR COVER N
7. FOR BORING LOGS, SEE DWGS. XX-XX. 78 . . ARAECLSLCE OBRREVDNEADDNS COEF WREITINHF SOPR-6C6E, MAMENETR IACNADN ACLOLN BCARERT SEP AINCSETRITSU ATNED D SEUTPAPIOLIRNTGS MSHAANLULA BLE - I1N994. COC/. LR .OSR. CL === DCCEIOANRMTREEOTRSE ILROINNE-RESISTANT STEEL DESCRIPTIO
9. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE
STEEL NOTES: CONCRETE REINFORCING STEEL INSTITUTE. D = DRAIN
10. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED. D.I. = DROP INLET
1. ALL STRUCTURAL STEEL SHALL BE ASTM A36, UNLESS OTHERWISE 11. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND D.P. = DRAIN PIPE
2 . TNOO TPERDE.VENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES OOTFHFIECRE ORB.STRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING DD./VS. == DDROAWINN SVTARLEVAEM MARK
IBNY C ROUNNTNAICNTG, AAL CLO SNUTCINHU COOUNST A18C" TFSIL SLHEATL WLE BLED S AELAOLNEDG WALALT EEDRGTIEGSHT 1 2 . TEHMEB EEMDMBEEDNMT ELNETN GATNHDS S WPLHICERE ET ALEBNLEG TSHHSA LALR EB EN UOSTE ODT IHNE DREWTIESREM ININDIINCGA TLEADP .S SPLPLICICEES ALENNDGTHS ED.V. MH. == DELREACINT RVIACLAVLE MANHOLE APPR.
3 . ATOELFCL TH WHNEEIQL CDUOIENN, GTWA SHCHETAR,L EUL NA BLPEPE LESILSC EOACTBTHLREEICR, S WWHIEASLLEDL NI NCOOGTN,E WFDOO.RRMKM TAON TSHHEI PA AMNEDR ICAN ASEHSLSALEOLNLWT BEIAEDL BT TAOOS M ECDAO KONENS TS TPRHLUEICC STEMISB AIINLL ILATEDYRD, SBITUAIBORJN EB CETTION TTGOH L OAASPPEPP RIENODDV. I ACTLHA ETBE YCD OT INHNTE TR CHAOECN TDTORRRAA WWCTIINLINGLG SB, OEW FHFIECREER. EELF. == EELAECVHA FTAIOCNE DATE
WELDING SOCIETY STRUCTURAL WELDING CODE, SEE SPECIFICATIONS. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL ES = EQUALLY SPACED
SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR’S EXPENSE.
4. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN F.H. = FIRE HYDRANT
WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS 13. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "A" FINISH FF = FAR FACE
C 5 . ADRDELRIMQLAOEUWNWIIRSNAEIGONDSNC. ASED SNSE HMDTOA USWIUSLTBNE MDB OE IIRT NM TCFEAOADDRL EBML EYFADO TT RHFIO OMENR AC SAOCHHRNAEITNL RTLIANH BCGEET .F OSINHRA OFLWO RDN I AMOPNEP NRTSOHIVEO ANSLHS.;OP 2’’ 1 4 . C" FANWOONOINRNDTS D"E TSTODRU-WWU.RCFASTA"L IICLONE"N STC JHOCOENOI NFCVTORE REARMTETED SA PTBPLPOYAR BCOFAEAXMCCIMKIELAFNIITTTLAE,L LTT SYHEH ECMA OCILDONL-NC WBRTEARE LTCALELC AHTPLSOESAIRG C" SHDEHT"M A FOELIRNNL ITS SEH AHITAN, HLUDLEN RCEL OMPENLSPASSL OCOOLEYTI H ADTEAERMTWIPOOINSRE.ARY GHLFSP.S . ==== LFHGAIIAGGRSHH ST IS DPTOERLEENGTH DESCRIPTION
6. ITEMS MARKED C.R.S. SHALL BE CORROSION-RESISTANT STEEL N 1 LS = LIGHT STANDARD
B (SSETCAOINNLDEASRSY S TREEEINLF),O SRECEE SMPEECNITFIFCAACTEIO ONFS C.ONCRETE CONCRETE SECTION EQUAL TO OR 2’’LESS THAN 12’’ IN THICKNESS(MIN) CONCRETE SECTION GREATER THA 3’’AND LESS THAN 24’’ IN THICKNESS(MIN) CONCRETE SECTION EQUAL TO OR 4’’GREATER THAN 24’’ IN THICKNESS(MIN) BRRAER1164897E3501 ISININZFEFOMOIRNLRT23467988I2CEOM863218901CNPUEGEMTM MHEM,E IEBNNOECNTD2B47365621HHT7M85325826ATEE ERSSE NI E C TM MT MA B BBI 111N ET L1024 3598IEO2 ME6 47676D31 8P DU IMNMMC LHEAEEPNSO NLTTE263874892HTN826913081E GAR ATNHNDMDI NLST IE115SO345422MP7N3973381P6PUGLMLTI HEICM,C IEABNEOLEC T1332442DT1T1 HH673T915023MEEEARREASNN B BAT L T L ME E EI T NTS 1A625 32544OSI 7 M 18032694B P- UL- IN3EM 4C0 LH00AE0P0SO 0L T134452215PE H77833163P9NESRGSITIH NOMOTSPTSSPTSPSONN.TBT.D.F.PFTS.SCHCTCAD/T.L. ...S.O.. .H.K. ================== SMSOTPPSNNNSTTOPSOTTOOUEROEOEPEOENFAAAWTLWEIIBAAPWFT NNNCTNINE BSR REFOHETTTEIEPDECAO A RRN OOFRSHNOOTHASN CAIAL COTFEFDS REDECLL E CLNDECTERERIAEA UNAHALNREOINENVGOOAEKUNTTUCYRE DESIGNED BY:DATE:USACE - NEW ORLEANSMAY 2008 SOLICITATION NO.:DWN BY:CKD BY: SUBMITTED BY:CONTRACT NO.: PLOT SCALE:PLOT DATE:FILE NUMBER:A/E TYPICALS12’ = 1’ FILE NAME:SIZE:ANSI DAE-TYP01.DGNMARK
PRIMARY REINFORCEMENT SPACING BAR648735 SIZE MINL23T3E56I1MO5174N28PUGMTH E,M INBOCETBD42421H1H287A4M94EESSERI N C T T A M B I N L 2T43478 I EO4M02 800 P UINMC LHAEPS OL25363T1E5H41278NEGRTHMINL1I3312T1EM52O7822NUPGMT EHM, IABNEOLC1221D11TTH4857H22MEEERERSNN T A T M E IT N A1T2I 2144 MO4 49B928 PU LIMNEC LHAEPS OLT13312E1H52782N2EGRTH WWTWWTUTULEP././. OSVMLL....NM..H. ========= WWWTWTUTUOEEPNAAAALSPSLTLTTET TELLEEEP RR APSRRLHEI SYI VLOMNA EOAENEMERTLETVH EMEERRAWNHISOEL NEOTED U.S. ARMY CORPS OF ENGINEERS NEW ORLEANS DISTRICT NEW ORLEANS, LOUISIANA
9 69 53 90 69 42 32 54 42
10 77 59 100 77 46 36 60 46
REINFORCEMENT CLEARANCE DETAIL 11 85 65 110 85 51 39 66 51
NTS NES
A SIDEECNTTIOIFNIC OART IDOENTAIL SECTISVOEOCLTNUIMO NEO SWRITH IDNETAIL SYMBOL 1 2 N. . U T O SHA BA BT E E)) ))E M CDTMCDSAEHIE:UILUSSNENTSTSTT TETBATAEER A NBNBRRNSECE-C-AIT TE CEAATOO TFTEFT--CR CA R LTLEOEOBEAENNMLAMABTTES LS TET ETEITRHFRH 2M2 E EAB B.B 5A ALCACA BYLRERER A N NT BS SDRTHPETP IEA EEADAUR CRCIFSMA I OIOEONNEMDLFFGTGL E AI EA LOFTLR ABEWABASRTATAL.IENSERLRR.RG OTTAA OCFOLL O T LTLTNHYHYHDE EIEI SIS F TN N OAAIEOELTTAANL LLRORSEEE EWAAASSRISTSTNTET CGC 3M5O O C BBENNOATACCN:RRRRD DEDEITTITIAAIEEOM M SNSEUEUSTTR RAEEFFRRRAAESSCC. .MEEET: USACE - NEW ORLEANS RRICANE DESIGN GUIDELI A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSGENERAL NOTES~
U
SECTION WITHIN A SECTION OR DETAIL 3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTER- H
VOLUMES 23 29 A ITODANEK NSEATNIMF AIECN ADDTW DIOGRNA.,WN TAOPP-CREONPTREIART BEA GRU SIPDAACNINCEG. LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR
4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH
DWG. NO. WHERE DWG. NO. WHERE RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES
SECTION OR DETAIL SECTION OR DETAIL OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
TAKEN DRAWN SHEET
IDENTIFICATION
5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING
BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS. X-00
1 2 3 4 5
US Army Corps
of Engineersfi
NEW ORLEANS DISTRICT
MONOLITH JOINT APPR.
D TOP OF ’’T’’ WALL OR ’’I’’ WALL SETTLEMENT REFERENCE DATE
MARKER SCHEDULE
10 GAGE, C.R.S.
DRILL 916" (cid:216) HOLE S.R.M. W/L STATION * ELEVATION
ITDAEGNTIFICATION ESEL.E V SACRHIEESD,ULE NO. (C/L MONOLITH JOINT) * * DESCRIPTION
4’’
3
1
RBOELFTERENCE 58’’ MARK
APPR.
12’’ 12’’ 1 14’’ 1 14’’ DATE
2 12’’
N
C TYPICAL ELEVATION OF IDENTSICFALIEC: 1A’’ =T 1’I - O0’’N TAG DESCRIPTIO
SETTLEMENT REFERENCE MARKER
SCALE: 34’’ = 1’- 0’’
MARK
DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
B I1SD0EE EGN DATEGIFTEIAC, IACLT..RIO.SN., TAG, DESIGNED BY:USACE - NEW ORLEANS DWN BY:CKD BY: SUBMITTED BY: PLOT SCALE:PLOT DATE:12"=1’ FILE NAME:SIZE:ANSI DAE-TYP02.DGN
RS
1C2A" (cid:216) PX S 3C" RHEEWX., HCE.RA.SD. * ** WBNOSRDCUEOEAOF/LMB PLTTA RMTAESVLES:T INL T ST ATA -OES ETHTTE NDEIHE TONTN- ITTCNSAEGLO ASTDIEN NIRAAMVETERTEEERSAE RNTA( CAIT TCWNOOP TRG/PR OLTE R)D RHF.SO I ETEVSTXRA HHICISEMTAEOINIO LANOCCLNTTNOE .TER R TMA.AA O WKTLAC TOTEITRLE HCIKFNLNOAIE NGTFSTRAIU EEOSOLR FSNRA NFEH ENOIILOFCSDFEEWHE: VRSR NTAHEH.TNAIICLOSLENS U.S. ARMY CORPS OF ENGINEE NEW ORLEANS DISTRICT NEW ORLEANS, LOUISIANA
3"
S
R
E
K
REFERENCE BOLT NES AR
A SCALE: 6’’ = 1’ - 0’’ 0 SSCC1A’ALLEE::3 6/4"2"=’=11’’ 3’ USACE - NEW ORLEANS RRICANE DESIGN GUIDELI A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSEMENT REFERENCE M~
U L
H T
0 3" 6" 9" 12" T
T
E
S
SCALE:1"=1"
0 1" 2"
SHEET
IDENTIFICATION
X-00
1 2 3 4 5
1" O X 116" DEEP RECESS 3’’
DRILL 1116" O HOLE IN FIELD 114’’ 1116" 112’’ PL 316 UofS E Anrgminye Cerosrfips
FOR PROPER GUARDRAIL FIT NEW ORLEANS DISTRICT
THEN BOLT GUARDRAIL
45 58’’ 58’’ APPR.
D 6 6 134’’ DATE
12’’ 8’’
W6 x 20 1’-978’’ 3’-712’’ 2’-4 W6 x 20 516" O HOLES 34’’ O STUDS SPLICE BOLT 114’’ NUT 7 PLASCTALEE: 1W’’ = 1A’ - S0’1’1H16E" XR 1" SLOTTED HOLE DESCRIPTION
12’’ 12’’ 138’’ C/L 1 FOR POST BOLT N2T’’S 1516’’
45 MARK
3’’ 234’’ 58’’ DIA 2’-6’’ APPR.
NEUTRAL AXIS 3’’ DATE
BRIDGE GUARDRAIL POST DETAIL
OVAL SHOULDER
SCALE: 1’’ = 1’- 0’’ BUTTON HEAD 38’’
3
BUTTON HEAD BOLT 25 12 BEND
N
C GUARDRAIL SPLICE BOLT AND POST BOLT PLAN RUESQE ’IDN. BOCNTLY FOR DESCRIPTIO
SCALE: 1’’ = 1’ - 0’’ 714’’ 1’-1034’’
3’’ 414’’ 414’’ 4’’ 4’’ 2’’
2’’ MARK
1
3
8’’
1
6
3’’ MIN 1214’’ 618’’ 12’’ DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
3
B W6 X 20 POST2’’ 4148’’12’4’14’’ 2’’ P3L16A TXE 1 W34A XS H0’E-3R’’ 30COOVNERT ORUARIL T EOL EFMITENT 614’’ R 2932" X 1 18" SLOTS CSL/LOE 3TL4S"E (XOV P2A T1I2TO"N IPOAOLNS)T BOLT 1" O HOLES (TYP) DESIGNED BY:RSUSACE - NEW ORLEANS DWN BY:CKD BY: SUBMITTED BY: PLOT SCALE:PLOT DATE:12"=1’ FILE NAME:SIZE:ANSI DAE-TYP03.DGN
214’’ 812’2’’-0’’ APPROX. W BEAM TERSCAMLEI: N1 1A2’’ L= 1 ’ C- 0’O’ NNECTOR CORPS OF ENGINEE RLEANS DISTRICT LEANS, LOUISIANA
SPLICE BOLT SLOT OX. NASTHHLOAELT LEWRL:A BMILEE ACEMOT M AAPANOSDNH TTEHONR TMISE- E1 B8XE0C,A CEMPLT AT STESHR AME IWMNE AATLNA CDLO TTNHHNRICEIEKC NTBOEESRASSM WS THIETARHLM LAI BNTEYA PLCE LC AIOI SNCSON BAECTITNOGR.S U.S. ARMY NEW O NEW OR
3P4O"S XT 2B 1O2L"T N SOLTOET: LAP IN CD/ILR EPOCTSITON OF TRAFF2I9C3.2" X 1 18" 1’-014’’ 1’-4’’ APPR METAL THICKNESS WITH TYPE II COATING. ES
N
A W BEAM SPLSEICCALLEEE: V 1D 1A2E’’T =T 1I’AO - 0’NI’L - W6 POST W BEAM ENDSCA SLEE: 1C 12T’’ I= O1’ - SN0P’’L I(CRE BOOLUT SNLOTD 2E932D" X) 1 18" 0 SCALE1’: 1"=1" 2’ USACE - NEW ORLEANS RRICANE DESIGN GUIDELI A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSGUARDRAIL DETAILS(1 OF 2)
SCALE:1-1/2"=1’ U
H
0 6" 1’ 2’
SCALE: 6"=1’
0 3" 6" 9" 12" SHEET
IDENTIFICATION
X-00
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812’’
2’’ 414’’ 414’’ 2’’ C/L POST B2’O-3L1T2 ’S’LOT (-01,+1361’’6’’) 3316’’ THSIHCEKENTESS (-01,+1361’’6’’) 3316’’ THSIHCEKENTESS UoNfES WE An OrgmRiLnyEe ACerNosSrfip DsISTRICT
PLATE WASHER
316 X 134 X 0’-3’’ 614’’ 1’-914’’ APPR.
D CONTOUR TO FIT 1’-012’’ LAP 10 38’’ 10^ DATE
UNDER RAIL 214’’ 2 214’’
ELEMENT
W B3PE4O’AS’ XT M2B1O2L’ ’TS SNPLOOLTTEI:E C LSLACEPAE I LNDVE D:C 1EIA/R L 1E TTP2CO’T’AI S=IOOT 1I N’B -LN O O0’LF’ T -T SRWSL2APO9FL3TFI2OIC"C EX.O B 1O 1DL8T" SPLOOTST 1’-014’’338’’ 618’’618’’ 2’’ 414’’ 414’’PLAN SLOTTED HOLES 2910’’32" X 1 18" 12 14" (+ 316")- 314’’916’’ 1’’ R 1 1732" 15CB1O/6LL" PTRO SSLTOTS 316") 314’’314’’118’’ 1516" R 1 1732" 1516" R APPR.DATEMARKDESCRIPTION
+ - C/L POST
0" ( BOLT SLOTS
C POST BOLT SLWOT 3B4" EX 2A 12M" ENEDLE SVAETCIOTNION (FLARED) 38’’ R 2 DESCRIPTION
1 116"
SCALE: 1 12’’ = 1’ - 0’’
W BEAM - SECTION MARK
2’-6’’ SCALE: 6’’ = 1’ - 0’’
C/L POST BOLT SLOT
338’’ NEUTRAL AXIS 614’’ 2’-311’2-9’1’4’’ 38’’ R DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
B 20" (+ 316")- 6316’’758’’ 3’’ 71441’4’’’ 414’’PLAN1’-1034’’ 8’’ 23’’’’ 238’’758’’58’’ 314’’ 2’’ 1’4-01142’’’’ L4A1P4’’PLAN SLOTT2’E’RD HOLES 2910’’32" X 1 18" TH(-0,R+31I6E’’) BES1C A1A1L6EM": 6’’ -= 1S’ - E0’’CTION DESIGNED BY:U.S. ARMY CORPS OF ENGINEERSUSACE - NEW ORLEANS NEW ORLEANS DISTRICTDWN BY:CKD BY: NEW ORLEANS, LOUISIANASUBMITTED BY: PLOT SCALE:PLOT DATE:12"=1’ FILE NAME:SIZE:ANSI DAE-TYP03.DGN
6’’ 7
31
6 20’’ ES
A 2932" X 1 18" SLOTS CSL/LO E3T4SL" (EXO VP2 T1AI2O"TN PIAOOLSN)T BOLT 1" O238’’ HOLES (TYP) C/L POESTL BEOVLTA STLIOOTSN 34’’ X 212’’ SCALE:1-1/2"=1’ USACE - NEW ORLEANS URRICANE DESIGN GUIDELIN A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSGUARDRAIL DETAILS(2 OF 2)
H
THRIE BEAM TERMINAL CONNECTOR 0 6" 1’ 2’
FLARED END SECTION FOR THRIE BEAM
SCALE: 1 12’’ = 1’ - 0’’ SCALE: 1 12’’ = 1’ - 0’’ SCALE: 6"=1’
0 3" 6" 9" 12" SHEET
IDENTIFICATION
X-00
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C/L EXPANSION JOINT C/L EXPANSION JOINT
29’ - 4’’+/- 29’ - 4’’+/- 29’ - 4’’+/- US Army Corps
of Engineersfi
NEW ORLEANS DISTRICT
A
9’’ TOP OF I-WALL APPR.
D DATE
S
N
O
TI
RE, SEE SEC B (TY8’’P) B B B DESCRIPTION
U
T
X FRACTURED FIN TEXTURE
E
T
L
WAL MARK
3’’ APPR.
DATE
7’’12 4’’12 FCIRNOISWHN G, REAL.D VEA ARTI ELSEVEE
N
C BOTTOM OF I-WALL DESCRIPTIO
A
TYPICAL I-WALL ELEVATION
MARK
PROTECTED SIDE TEXTURE FINISH
12’’
SCALE: 12 " = 1’- 0’’
114" /FT 9’’ NEW I-WALL NEW I-WALL DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
1
B C.J. E1L1.FF 4IRN.A7 W5TCET/LX3’’UTRUE412’’R9’’DE 712’’WALL TEXTURE AACRL CLOO WFNRTNAI NCOTUFU OTRUHESED FF FLIIANNT.S 114’’ ESDTH(TYP)GAYEL LA P(MTT3 YAIT4PHCI’N’)ET AAINL T(ET3Y4XP’’)TSUECR8’N’TETS IAO1’-T4N’’ E 3(TBX4CY"1 /P8CLP2’)’H "J AOAEXIMNNPFTAENSRSIIOON NJ(OTIY2 N’PJ’T)OINTS N1 2 3 . .. O AINCLTPJTUTNOROOEOLOSE IIXTLC EN NSOMAH TADT:FTRRIUEORT SN FC AIRA.RVIO OH MPEMCCARNIP TTIO(L R ZTiCOOEL.NEOeICOFREE.T ,VT TY N ARBBSAHU SHALOEOLERTLATCLF, AR OW TTLBDTLUCSOLURHE C FCRSTMAEEITUH TNN WSAFIRA OIH JRKASIROLNANAHEDLEIGL.CN J NAOBLASTTCLNE UCSSSLE RPHUCEI NEOLENAOBFA DFTNMWFF C OBAOFFIIETRUNIILRNDN,M TG TSFSTS ISO)TD.RHEE. DESIGNED BY:U.S. ARMY CORPS OF ENGINEERSUSACE - NEW ORLEANS NEW ORLEANS DISTRICTDWN BY:CKD BY: NEW ORLEANS, LOUISIANASUBMITTED BY: PLOT SCALE:PLOT DATE:" = 1’12 FILE NAME:SIZE:ANSI DAE-TYP04.DGN
FINISH GRADE FINISH GRADE
2’-9’’ 3’-6’’ C/L DUMMY JOINT NES H
A SHEET PILE TIP 1012’’1012’’ Z - PILES 3’’ 3C(T4HY"A 31P’M2)’’F’ER USACE - NEW ORLEANS URRICANE DESIGN GUIDELI A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSARCHITECTURAL FINIS~
1’-9’’ 6’’ SCALE:1/2"=1’ H
SECTION A 0 1’ 2’ 4’
SPECIAL TEXTURE AT P.I.
SCALE: 12 " = 1’- 0’’
NTS SHEET
IDENTIFICATION
X-00
1 2 3 4 5
12’’
BARBED WIRE
(TYP.) NOTES: UofS E Anrgminye Cerosrfips
BARBED-WIRE APRON NEW ORLEANS DISTRICT
ON EXTENSION ATMS
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS
AND ARE NOT INTENDED TO LIMIT OTHER TYPES
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X OF FENCE SECTIONS AND METHODS OF INSTALLATION.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LOCK PIN
D (TYP.) 2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE
TOP RAIL TIE WIRES CONSTRUCTED ON THE SECURE SIDE OF THE FENCE
ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED
LINE POST 45%%d ON THE OPPOSITE SIDE OF THE SECURE AREA.
CORNER, END BRAE RAIL CFAHBARINIC-LINK LPIONSET 35%%d
OR PULL POST 3. FENCE FRAMEWORK AND ACCESSORIES SHALL COMPLY
38" PLAIN PIN WITH CLFMI "INDUSTRIAL STEEL GUIDE FOR FENCE RAILS,
TIE WIRES TENSION RIVETED FLUSH POSTS, GATES AND ACCESSORIES", AND SHALL BE AS
WIRE (TYP.) 38" PLAIN PIN SPECIFIED BELOW AND CONFORM TO THE LATEST
REQUIREMENTS OF ASTM F 626.
RIVETED FLUSH
TRUSS ROD
(TYP.)
( 38 " MIN. DIA.)
16" MIN. DIA. CONCRETE BASE BOTTFOAMBR OICF GRADE HOG RINGS LINE POST CORNER POST
(TYP.)
10" MIN. DIA. EXTENSION ARM DETAILS
NTS
10’-0" MAXIMUM 10’-0" MAXIMUM TRUSS ROD
LINE POST EQUALLY SPACED ( 38" MIN. DIA.)
C TENSION BAND
CHAIN - LINK SECURITY FENCE DETAIL
NTS
CONCRETE BASE
FENCE NOTES TRUSS ROD
( 38" MIN. DIA.)
1. FENCE HEIGHT = 8’-0" W/ BARBED WIRES. 8. BARBED WIRE SHALL BE THREE STRANDS, FOUR POINT PATTERN, ROUND POST
EACH STRAND COMPOSED OF TWO TWISTED 1212 GAGE STEEL LINE
2. DOUBLE SWING GATE = 8’-0" HIGH W/ BARBED WIRES. WIRES, GALVANIZED AFTER TWISTING. TRUSS ROD AND BAND
BRACE RAIL CLAMP DETAILS
3. FENCE FABRIC SHALL BE 2" HOT-DIP GALVANIZED STEEL MESH,
9. BARBED WIRE ARMS SHALL BE PRESSED STEEL OR MALLEABLE IRON,
HEIGHT OF 96’’, 34-12 DIAMOND COUNT WITH TWISTED EDGES. AND HOT-DIP GALVANIZED. EACH ARM SHALL CARRY THREE (3) 9 GAGE TIE WARES
FABRIC SHALL COMPLY WITH THE CHAIN LINK FENCE MANUFACTURER’S (2’-0" O.C. MAX)
BARBED WIRES SECURELY FASTENED. ARMS SHALL BE SECURELY
INSTITUTE (CLFMI) "STANDARD GUIDE FOR METALLIC-COATED STEEL BARBED-WIRE OR
FASTENED TO ALL POST AND SET AT 45^ ANGLE OUTSIDE OF THE TENSION WIRE
CHAIN LINK FENCE AND FABRIC". TOP SELVAGE SHALL BE TWISTED
FENCE LINE.
AND BOTTOM SELVAGE SHALL BE KNUCKLED.
10. GATE POST SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF
B 4. FENCE FABRIC TO BE CONNECTED TO POST END, CORNER AND GATE BARBED WIRE, FASTENED BY TENSION BANDS AND SHALL BE CAPPED.
WITH 14" X 34" GALVANIZED STEEL TENSION BARS AND #14 GAGE
FABRIC
(MIN.) X 1 GALVANIZED STEEL TENSION BANDS SPACED 15’’ O.C. 11. ALL FITTINGS SHALL BE MALLEABLE IRON OR HEAVY PRESSED STEEL
SPACED 15" O.C. (MAX.). TOP AND BOTTOM EDGE TO BE TIED (MAX) CONSTRUCTION AND HOT-DIP GALVANIZED.
TO THE CONTINUOUS #6 GAGE TENSION WIRE WITH #9 GAGE
ALUMINUM HOG RINGS SPACED 24" O.C. (MAX.). FABRIC TO BE 12. GATES SHALL HAVE WELDED FRAMES USING TYPE I, ROUND 2.375 INCH
O.D. (3.65 LBS. PER FT.)1 HOT-DIP GALVANIZED INSIDE AND OUT TOP OR BRACE RAIL ATTACHMENT TENSION BAND DETAIL
ATTACHED TO LINE POST WITH #9 GAGE ALUMINUM TIE WIRES
(AFTER FABRICATION).
SPACED 15’’ O.C. (MAX.).
PROVIDE HORIZ. BRACE USING 112" STEEL PIPE (SCH. 40) (1.90"O.D.)
5. STEEL FENCE POST: HOT-DIP GALVANIZED INSIDE AND OUT AND SPACED MIDWAY FABRIC
A. LINE POSTS: TYPE I, ROUND 2.375 INCH O.D. (3.65 LBS. BETWEEN THE TOP RAIL AND BOTTOM RAIL. VERTICAL MEMBERS
PER FT.) HOT-DIP GALVANIZED INSIDE AND OUT, SPACED SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF BARBED
AS SHOWN ON DRAWINGS. TENSION BAND (15" O.C. MAX.
WIRE AND SHALL BE CAPPED. AND WITHIN 4" FROM TOP
AND BOTTOM OF FABRIC)
B. END CORNER OR PULL POSTS: TYPE I, ROUND 2.375 INCH 13. GATE FABRIC SHALL BE THE SAME AS FENCE FABRIC. PROVIDE
O.D. (3.65 LBS. PER FT.) HOT-DIP GALVANIZED
INSIDE AND OUT. GATE POSTS SHALL HAVE DOME STYLE POST CAPS. TENSION BARS AND TENSION BANDS. ALSO #9 GAGE ALUMINUM TIE
WIRES AT TOP AND BOTTOM EDGES, SPACED 12" O.C. (MAX.).
C. TOP RAILS: 1.625 INCH O.D. (2.27 LBS. PER FT.) 14. ALL GATES SHALL BE FURNISHED COMPLETE WITH HEAVY DUTY TENSION BAR TO ENGAGE
HOT-DIP GALVANIZED INSIDE AND OUT. HINGES CAPABLE OF SWING 90%%d IN AND OUT, CENTER GATE STOP TIE WIRE (15" O.C. MAX. EACH FABRIC LINK
6. BRACING FOR END, CORNER AND GATE POSTS SHALL BE 114’’ STEEL AND DOUBLE GATE LATCH WITH PROVISIONS FOR A PADLOCK AND AANNDD WBOITTHTIONM 4 "O FFR FOAMB RTIOCP) TENSION BAR
A BPIRPAE C(SINCGH. P4I0P)E ( 1T.6O6 "E OX.TDE.)N HDO FTR-DOIMP GEANLDV, CAONRIZNEEDR I NASNIDD EG AANTED POOUSTT.S TO SAT DORPO. LPO RCOKDIN OGR D PELVUINCGEES RS HBAALRL A BRER CAONNGSETDR TUOC TEENDG ASOG ET HTAHTE TGHAETE CARRIAGE BOLT
FIRST LINE POST. PROVIDE 38’’ (cid:216) GALVANIZED ADJUSTABLE TRUSS CENTER DROP ROD OR PLUNGER BAR CANNOT BE RAISED WHEN THE
ROD FROM THE END OF THE BRACE AND FASTENED TO THE END OF GATE IS LOCKED.
THE BRACE AND FASTENED TO EACH POST WITH GALVANIZED
15. CONTRACTOR SHALL NOT BEGIN INSTALLATION AND ERECTION END OR GATE POST DETAIL
PRESSED STEEL FITTINGS.
BEFORE FINAL GRADING IS COMPLETED, UNLESS OTHERWISE
7. BOTTOM TENSION WIRE SHALL BE CONTINUOUS #6 GAGE GALVANIZED APPROVED BY THE CONTRACTING OFFICER. ROUND POST
COIL SPRING TENSION WIRE. SHEET
16. CONTRACTOR SHALL SUBMIT FOR APPROVAL THE PROPOSED LINE POST ATTACHMENTS FASTENING DETAILS IDENTIFICATION
SECURITY FENCE LAYOUT SHOWING ALL GATE HARDWARE. X-00
1 2 3 4 5
US Army Corps
of Engineersfi
OVERHEAD OBSTRUCTION NEW ORLEANS DISTRICT
OVERHEAD OBSTRUCTION
PERPETUVAALRIES WITH PILE LENGTH MDCEVARIES WITH PILE LENGTH APPR.
D 12’-0’’ (MIN.) 5’ MINIMUMOVERHEADCLEARANCE 3’-0’’ PFLEORPOEDTWUAALLL L SEEVREVEI TAUNDDE USENRDVEIRTGURDOEUNPEDRPET1U2’A-0L" L(MEIVNE.)E AND 15’ MINIMUOVERHEACLEARAN 9’ (PMEIRN.P)ETUAL DATE
PERPETUAL LEVEE AND 1 WALL FLOODWALL SERVITUDE USENRDVEIRTGURDOEUND
FLOODWALL SERVITUDE LINE EL. VARIES EL. VARIES N
O
115’-0" MIN. INSPEC8’T (IMOINN .C)ORRIDOR PPEORLMEANENT UTILITY 8’ (MIN.) PFLEORWPOAEDLTWLU LAAILLNL EL SEEVREVEI TAUNDDE 115’-0" MIN. DESCRIPTI
INSPECTION
PERMANENT UTILITY CORRIDOR
POLE MARK
3’-0’’ 3’-0’’ NELA.T VUARRAILE SGROUND APPR.
CLEAR CLEAR NATURAL GROUND NATURAL GROUND
EL. VARIES PUETRILMITAYN PEONLTE EL. VARIES DATE
N
C ADJACENT FOOTING ADJACENT FOOTING AFONOYT AINDGJACENT 3’-0’’ 10PILE DIA.(MIN.) 3’-0’’ AFONOYT AINDGJACENT DESCRIPTIO
CLEAR CLEAR
APPROXIMATE LOCATION
OF DRAIN LINE
MARK
8’-0" 8’-0" PARALLEL UTILITY &
WITHI-W INASLPLE CCLTEIOANR ACNOCRERSIDOR MAX. MAX. 8 PILE (DMIIANM.)ETER’S 8 PILE (DMIIANM.)ETER’S DRAINAGE CONDUIT DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
B SCALE: 38" = 1’- 0’’ SUPPORT FOR FWLAOLOLD 3’-0’’CLEAR WITHT- WINASLPEL CCTLIEOANR CAONRCRESIDOR DESIGNED BY:USACE - NEW ORLEANS DWN BY:CKD BY: SUBMITTED BY: PLOT SCALE:PLOT DATE:3/8" = 1’ FILE NAME:SIZE:ANSI DAE-TYP06.DGN
UTILITY PIPELINE NTS RS
CORPS OF ENGINEE RLEANS DISTRICT LEANS, LOUISIANA
CL3’E-0A’’R CL3’E-0A’’R U.S. ARMY NEW O NEW OR
USE THE GREATER OF THE 5’ CLEARANCE
1 FROM THE TOP OF THE WALL OR THE
15’ FROM THE NATURAL GROUND SURFACE.
FOR ELECTRIC LINES CLEARANCE SHALL ALSO DE
COMPLY WITH EM 385-1-1. U
A 23 ATCAEAERARRXXHOEEEPLNLPQSIMLILEODSSRP UR TOPOPTOCOEOIEDIBVONNNVSRLISAGNNSGATPETBI S A ELSRTBOPTL T T-UEIIFAWRELSUER CNT.USID AAPTT UHDCT ELLYIWEEO HTTL S UD OINIEU ULOPTN F SOABBICHN LD YTCLSOO EAESUH A TNLSTOR REHLCE.HSG F AVEOTOELRARSREE EWLOC E UVTTRONUE OCHEAEC ENFET APNAAROD IRNDDLOV O TES INOPLFOSSTEOLE ITEI RODRNOVLRNVF EEGOEIIT INCMSSESTDAT UT UBOWTPD.ECULDIVIRAVHSAIEEFLTLE C OESTRTL DERHB H IASDCUISAETNBT RTW LROGO.IR LUN IV BIUW TTCGBSECH TIE TS DTGTIUHRNHIERRAOUS OTELNCIUHGSLTS NE NIS BRODHEEN A AQT LANHULTDEI R B TWEEHS IEMT A HA IPDNEE RTMHEIT UPITPIELLITIYNE USACE - NEW ORLEANS URRICANE DESIGN GUIDELINES A/E TYPICAL DRAWINGS ~ GENERAL DRAWINGSTUAL FLOODWALL SERVIT~
H E
4 UTILITIES, BUILDINGS, ETC. ARE PROHIBITED FROM BEING ATTACHED TO RP
ANY PART OF A FLOODWALL. PE
UTILITIES ARE PROHIBITED FROM PASSING THROUGH I-WALLS. PENETRATIONS
5 THROUGH T-WALLS ARE ACCEPTABLE PROVIDED A USACE APPROVED SEALED I-WALL CLEARANCES SCALE:3/8"=1’
SLEEVE IS USED. TYPICAL SLEEVE DETAILS ARE SHOWN ON ANOTHER DWG.
ALL PENETRATIONS SHALL BE APPROVED IN ACCORDANCE WITH THE LOCAL WITHOUT INSPECTION CORRIDOR 0 1’ 3’ 6’ SHEET
LEVEE DISTRICT PERMIT PROCESS. IDENTIFICATION
X-00
SCALE: 38" = 1’- 0’’
1 2 3 4 5
4, 12" (cid:216), 7 WIRE, LOW-RELAXATION SPIRAL 14’’ SPIRAL 16’’
SPIRAL 12’’ STRAND, GR 270 6, 12" (cid:216), 7 WIRE, LOW-RELAXATION 8, 12" (cid:216), 7 WIRE, LOW-RELAXATION
STRAND, GR 270 STRAND, GR 270
4, #8 ** 4, #9 ** * * TSOT AANLDLAORWD F 1O8R0 PHROOOPKE RO NP LRAECINEFMOERNCTIN OGF FCOORN ACLRLE TPIEL,ES. UofS E Anrgminye Cerosrfips
4, #8 ** 14’’ 16’’ HHOOOOKK SIS S AHPOPURLODX IBMEA PTLEALCYE PDA SROA LTLHEALT T BOE ANDDJ AOCFE NT NEW ORLEANS DISTRICT
12’’ FACE OF PILE AS SHOWN. APPR.
D 34" CHAMFER (TYP) 212’’(TYP) 34" CHAMFER (TYP) 212’’ (TYP) 34" CHAMFER (TYP) 212’’ CL DATE
L 412’’ (TYP) L 512’’ (TYP) 0.3 L 0.7 L
2’’CL 1’’ 2’’C 1’’ 2’’C 1’’ 1 POINT PICKUP (LL 53’) 12’’ X 12’’ PILE
1 POINT PICKUP (L 59’) 14’’ X 14’’ PILE N
O
1’-3’’ DRIVING HEAD* 1’-3’’ DRIVING HEAD* 1’-6’’ DRIVING HEAD* 5" 1 POIN0.T2 1PLICKUP0 (.L58 L 61’) 16’’0 X.2 11L6’’ PILE DESCRIPTI
C 34" CHAMFER 12’-0’’ 16 TURNS AT 3’’ = 4’-0’’ * 5 TURNS AT 1" = 5"( AADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNESIATN )TDGI E CTSOO TN EOCX RBPEEOT RSEEE, MSHTOORVOAEKNDSD.S 34" CHAMFER 12’-0’’ 16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = 5"* ( AADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNESIATN )TDGI E CTSOO TN EOCX RBPEEOT RSEEE, MSHTOORVOAEKNDSD.S 34" CHAMFER12’-0’’ 16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = * ( AADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNESIATN )TDGI E CTSOO TN EOCX RBPEEOT RSEEE, MSHTOORVOAEKNDSD.S 12N.. OPPIITCCEKKSUU:PP 222 PP PPOPOOOOIININIINNNTTTTTSS TPP PSIIIOHCCC KKBOKEUUUW PPPPN L((( LLLAFOILNR L 788 5Y547,’’’0 )))M 0 1110A246 P’R’’’’’S K XXXIE C111D24O6 ’’’O’N’’ PPNPCIII LLRLPEEEIELTEES ONLY DESCRIPTIONAPPR.DATEMARK
AB PL NG(PAYMENT LENGTH)ORITNSPIRAL, WIRE SIZE W4ED: P4, #8RESTRESSED STRAN1’’D16 TURNS AT 3’’ = 4’-0’’6’’ PITCHS FLUS5 TURNS AT 1" = 5"H 4, 12" (cid:216), 7 WIRE, L-R STRANDS, GR 270 NGPLORIT(PAYMENT LENGTH)NED: PRSPIRAL , WIRE SIZE W4E4, #8STRESSED STRANDS FL1’’6’’ PITCHU16 TURNS AT 3’’ = 4’-0’’SH 5 TURNS AT 1" = 5" 6, 12" (cid:216), 7 WIRE, L-R STRANDS, GR 270 NGORPLITNE(PAYMENT LENGTH)D: PRESPIRAL WIRE SIZE W4ST4, #9 RESSED STRANDS FLUSH6’’ PITCH1’’16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = 5" 8, 12" (cid:216), 7 WIRE, L-R STRANDS, GR 270 STAWT/ILONSESLHEXSNPAAIIGLZCLLTEET H BL1 NS EPE. OI SOUNDOLNHTNSEGEFUEOE TL TSMPSWDEYHCIBRL HSNF5EEM ,OE O0RASID0RFNR0U EEPP OLDR RFBERE EOAA SPS6RFTTI,T0 TLTERR0EEESE0ERRT SSP IPSSSMIEEIL ADCDEPT O I CETCILNNOLEEOECGSN NTVTR CPIC .EPARURTREREEETPT ESOPCEFH ASPO SLPEAYINIOLISDMLLDIO LEONEEUD NSNGBC.LTET YLEP.EDRSN.OIGDTTEEHCT DESIGNED BY:DATE:USACE - NEW ORLEANSU.S. ARMY CORPS OF ENGINEERSUSACE - NEW ORLEANSMAY 2008HURRICANE DESIGN GUIDELINESNEW ORLEANS DISTRICTSOLICITATION NO.:DWN BY:CKD BY:A/E TYPICAL DRAWINGSNEW ORLEANS, LOUISIANASUBMITTED BY:CONTRACT NO.:~ PILING DETAILSPLOT SCALE:PLOT DATE:FILE NUMBER:A/E TYPICALS6"=1’LOW-LAXATION STRANDSFILE NAME:SIZE:~ANSI DAE-TYP10.DGNMARK
WITH PILE HEAD AND PILE TIP. WITH PILE HEAD AND PILE TIP. WITH PILE HEAD AND PILE TIP.
12" X 12" 14" X 14" 16" X 16"
PRESTRESSED PRECAST PRESTRESSED PRECAST PRESTRESSED PRECAST
CONCRETE PILE CONCRETE PILE CONCRETE PILE SHEET
IDENTIFICATION
X-00
NTS NTS NTS
1 2 3 4 5
16’’
SPIRAL 12’’ 6, 12" (cid:216), 7 WIRE, SPIRAL 14’’ S8T, 1R2E"S (cid:216),S 7- RWEILRIEE,VED STRAND, GR 250 SPIRAL S8,T 1R2E"S (cid:216),S 7- RWEILRIEE,VED STRAND, GR 250
STRESS-RELIEVED STRAND, GR 250 4, #8 ** 4, #9 ** * * T SOT AALNLDOAWRD F O18R0 P HROOOPKER O PNL RAECIENMFOERNCTI NOGF CFOORN CARLELT PEIL,ES. UofS E Anrgminye Cerosrfips
12’’ 4, #8 ** 14’’ 16’’ HHOOOOKK SIS S AHPOPURLODX IBMEA PTLEALCYE PDA SROA LTLHEALT T BOE ANDDJ AOCFE NT NEW ORLEANS DISTRICT
FACE OF PILE AS SHOWN. APPR.
D 34" CHAMFER (TYP) 212’’ (TYP) 34" CHAMFER (TYP) 212’’ (TYP) 212’’ (TYP) DATE
34" CHAMFER (TYP)
312’’ (TYP) 412’’ (TYP) 512’’ (TYP)
L.
2’’ CL. 1’’ 2’’ CL. 1’’ 2’’ C 1’’ N
1’-3’’ DRIVING HEAD *34" CHAMFER 16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = 5" 1’-3’’ DRIVING HEAD *34" CHAMFER 16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = 5" 1’-6’’ DRIVING HEAD *34" CHAMFER 16 TURNS AT 3’’ = 4’-0’’ 5 TURNS AT 1" = 5" 0.210 .L3 L111 PPPOOOIIINNNTTT PPPIIICCCKKKUUU0PPP. 5(((LLL8 LL 6550840’’’))). 7 111 L642’’’’’’ XXX 111642’’’’’’ PPPIIILLLEEE0.21 L APPR.DATEMARKDESCRIPTIO
N
C 12’-0’’ * (A ADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNE IATTN)IDGE S CT OTOON E CBXREPE ORTESEEM, SHOTOVROEADKNSD.S 12’-0’’ * (A ADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNE IATTN)IDGE S CT OTOON E CBXREPE ORTESEEM, SHOTOVROEADKNSD.S 12’-0’’ * (A ADNNFROTDI EPV SARIPNY DIGRMR AHEIVLNE IATTN)IDGE S CT OTOON E CBXREPE ORTESEEM, SHOTOVROEADKNSD.S 2 POINT PICKUP (LL 77’) 12’’ X 12’’ PILE DESCRIPTIO
2 POINT PICKUP (L 83’) 14’’ X 14’’ PILE
2 POINT PICKUP (L 86’) 16’’ X 16’’ PILE MARK
B PL (PAYMENT LENGTH) 4, #8 6’’ PITCH 6, 12" (cid:216), 7 WIRE, S-R STRANDS, GR 250 PL (PAYMENT LENGTH) 4, #8 6’’ PITCH 6, 12" (cid:216), 7 WIRE, S-R STRANDS, GR 250 PL(PAYMENT LENGTH) 4, #8 6’’ PITCH 6, 12" (cid:216), 7 WIRE, S-R STRANDS, GR 250 N12..O PPTIICCEKKSU:UPP PPOOIINNTTSS T SOH BOEW PNL AFOINRL 5Y,0 M00A PRSKIE CDO ONNC RPIELTEES ONLY DESIGNED BY:DATE:RSUSACE - NEW ORLEANSMAY 2008 SOLICITATION NO.:DWN BY:CKD BY: SUBMITTED BY:CONTRACT NO.: PLOT SCALE:PLOT DATE:FILE NUMBER:A/E TYPICALS12"=1’ FILE NAME:SIZE:ANSI DAE-TYP11.DGN
A NGORITNED: PRESPIRAL, WIRE SIZE W4STRESSED STRANDS FL1’’16 TURNS AT 3’’ = 4’-0’’USH5 TURNS AT 1" = 5" NGWORITITNHED :P IPLREESPIRAL, WIRE SIZE W4 HSETARDE SASNEDD P SILTER ATINP.DS FLU16 TURNS AT 3’’ = 4’-0’’1’’SH 5 TURNS AT 1" = 5" NGWORITITNHED :PSPIRAL, WIRE SIZE W4 IPLREE HSETARDE SASNEDD P SILTER ATINP.DS F1’’16 TURNS AT 3’’ = 4’-0’’LUSH5 TURNS AT 1" = 5" SNEPTIXOALWATETEC I/TLO:TEN SLSTE NAGRTESPHII CZLSOEE ONFD PUNRCONOETFUSTE MPTDEIRBL.S EPE ELSRSIESLNEDEG T CSHBOSCANP STICHLHTREEOEERWTDENU S AHLERAPLEEILEL FVLEO A BTRTEI IPE ODSNETTIMERAMPTFASLIININYODGMEOE DEDP UNATRFP PTLROEEOSSNRTIEGDESTEC OHTNELDY. USACE - NEW ORLEANSU.S. ARMY CORPS OF ENGINEEHURRICANE DESIGH GUIDELINESNEW ORLEANS DISTRICTA/E TYPICAL DRAWINGSNEW ORLEANS, LOUISIANA~ PILING DETAILSSTRESS-RELIEVED STRANDS~
WITH PILE HEAD AND PILE TIP.
12’’ X 12’’ 14’’ X 14’’ 16’’ X 16’’ 1 . OUNSELDY F5,O00R0 P ORRE S6,T0R00E SPSSEI CDO CNOCNRCERTEET SEH PAILLLE SB.E
PRESTRESSED PRE-CAST PRESTRESSED PRE-CAST PRESTRESSED PRE CAST
CONCRETE PILE CONCRETE PILE CONCRETE PILE IDENSTHIFEICEATTION
NTS NTS X-00
NTS
1 2 3 4 5
C/L TEST PILE MANDATORY TEST APPARATUS NOTES:
US Army Corps
RFOEAR CTTEOSRT LBOEAAMD LOADING FRAME MEMBERS C/L 1 . DRIEASLT IGNAGG OE NS HTOHUEL RDE BFEE RAETNTCAEC HBEEDA MTO I NT HTEH PEI LCEO MWPITRHE STSHEED S TPOEMSITION oNfE WEn OgRiLnEeAerNsSfi DISTRICT
AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE
2 . MREOAVDEMINEGNST O WNI LTLH BEE O APWPOASYI TFER OSIMD ETHS EO BF ETAHME. PILE ARE NECESSARY. APPR.
D PILE ENGTH OF S WITHMENTS RFOEAR CTTEOSTR LBOEAAMDS 3 4 . . AISEINFHQ T SSAUATTLIRAEPLPLEM ABLLEUEE RN LDFETI RNBF FEE YORER FOT ET HMMNOEIC NTM CEHIOOM BEVNUE DETMA IRARM DASESIC CMT ATTHEOR ENERE FSL IFTUEOEOSNNCE GP TD1RT2S,OH’ O OXT ONFE 1F ECT2 T’THE SH NETHE DHWA BE LOE ELMFAA BETEMEAHASSEC UCRHHR. BIANENGAGME WITH DATE
C/L TEST BEARING PLATE MBER, SPACING AND L SUPPORT PILES VARIEDEAD LOAD REQUIRE CFORRO SRSIG-CIDOINTYNTEOCSPTT BIIFOEFNAERSNIENRG PPLLAATTEES HSEEYLLEDFCRB-TLAOREUTIVLCTEIOACLML IJN A SBGTCE RKBAA ERWIANIINRT GGIHNA PGGL EAH TELEAODAD CELL 5 . TRTDEOEEMS STPIPHGOEENNR CSAOIOTFBUN ITLRTHIERTE AYV TC AOETRFSII TNAT GHAT IEPOO PCFNAFOSRIN.CATETRRUA FSCO PTRIOL AREP SAPENRTOD-UV MPAU LISS.T T BHEE SUBMITTED DESCRIPTION
NU R(SETFEEERLE ONRC EW BOEOADM) SEE NOTE 4 MARK
APPR.
SUPPORT PILE
SFUOPRP GOIRRTD BEREAM TYPICAL WIDE FLANGE ASSEMBLY FIXED END MBEIRARMO FRO TRA SPMEDO OTTOH R SEUFRERFAENCECE DATE
REFERENCE BEAM
MANDATORY LOADING FRAME NOTES: SUPPORT 8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY) DIAL GAGE ASSEMBLY LOCATED
OPPOSITE SIDES OF PILE
1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.
N
C PLAN 2 3 .. PWSCAEOICRTNUHTTIR RCCEAUH DCLAEATINAORSDR D A TWENOAED DIP G BRLHIOONTVAD LIDEDO RTEASE PD.SI TLT.EO L LAOYAODUINTG F OFRRA EMAECH GROUND SURFACE DESCRIPTIO
TEST PILE
4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY
OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE
CONTRACTING OFFICER FOR APPROVAL. SECTION B NOTE:
TEST APPARATUS TINH LEI CEUO NOTFR TAHCET LOORA HDAINS GT HFREA OMPTEI. O(SNE EO FS PUESCINIFGIC RAETAIOCNTISO)N PILES MARK
A B DATE:MAY 2008 SOLICITATION NO.: CONTRACT NO.: FILE NUMBER:A/E TYPICALS
DEAD LOAD
B (SEE NOTE) C/L WOFE PIGRHOTVEIDD-IBNOGX D AEALTDE LRONAADT IMVEA TMEERAIANLS. DESIGNED BY:USACE - NEW ORLEANS DWN BY:CKD BY: SUBMITTED BY: PLOT SCALE:PLOT DATE:" = 1’34 FILE NAME:SIZE:ANSI DAE-TYP12.DGN
BLOCKING RS
A GROULMNOEDAMD SBSIUNEURRGSPFUSP FAOPRCPRAEOTM RBETE APIMLE T(FEOSRT TPIIPL EEBLRSOT.ET R(SIA8TSRSFEE’OTCU FEEMFETMEFPE ISEOENPN RBCLRROE.E EH E (RORBNMAEN RTEPCRADCA LEIWNUENAM DB LOGBT AEWEO EEPATSADILOMTAM)RHTYE) HSH8EYE’EGL AMDTLDLSAFDORIEI-OIGNDLAAPCCE.E ELU TB(A V SMLRLGETE OIIOAAACCELANRFG DAIJDN DIAEPL NO GA ICC AGSLP TKEBTSE POPL SEROWLRLEAASAYMIRITITN)TBIHENELGY DDCBHDBLEOOOAEEOAAAXXNNADDD D TMDS R LHLLITENOAOOHOTGACAAAHW DTDFDTONO R N.DWW RA IO ENOI EMCTXL RISELAEGA ES MNHMRCEA TPTUS TLIOSUOEEEPLRN T OTWI IA F O IAE LNWNI GOAREHNELIGQ,THEUDTIRE-EDD- ( W A DT SEEORAI, LR DOOCR LK SO,T CEAOENLDC)RETE, LOSAUGDSPR-UFPOPROUPARONMTRD EPT SI MBLUEEERMSAFMBAECRES TIHSUE FNLOLOREA SIDSL ILNNUOGST TFERRD AAMMTAIEON AND ANPTDUO RTRPEYOS.TS EASP POANRLAYT,US USACE - NEW ORLEANSU.S. ARMY CORPS OF ENGINEEURRICANE DESIGN GUIDELINESNEW ORLEANS DISTRICTA/E TYPICAL DRAWINGSNEW ORLEANS, LOUISIANA~ PILING DETAILSCOMPRESSION PILE TEST~
ON DWG. X ) SECTION A H
A ELEVATION B
LOADING FRAME
SHEET
IDENTIFICATION
X-00