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Home My WebLink AboutCT 00-06; BRESSI RANCH TRANSITION STRUCTURE; DESIGN CALCULATIONS; 2003-07-01DESIGN CALCULATIONS BRESSI RANCH TRANSITION STRUCTURE •RECEIVED SEP 0 5 ?003 ENGINEERING OEPARTW.ENT PREPARED FOR Project Design Consultants SUBMITTED BY SIMON WONG ENGINEERING STRUCTURAL AND BRIDGE ENGINEERS 500-576 July, 2003 BRESSI RANCH TRAVERSES CARLSBAD TRACT CT 00-06 PROJECT DESIGN CONSULTANTS 701 'B' STREET, SUITE 800, SAN DIEGO , CA 92101 PHONE (619)235-6471 REX S. PLUMMER DATE: L.S. 6641 EXPIRATION DATE 12/31/2003 BRESSI RANCH TRAVERSES CARLSBAD TRACT CT 00-06 PROffiCT DESIGN CONSULTANTS 70.'B'STREET SUITE 800, SAN DIEGO CA9210, PHONE (619)235-6471 REX S. PLUMMER L.S. 6641 EXPIRATION DATE 12/31/2003 DESIGN CRITERIA BRESSI RANCH TRANSITION STRUCTURE Reinforced Concrete: fy = 60,000 psi (Grade 60) f c = 3,250 psi n= 10 Soil: Ka= 0.32 7= 125 pcf General Notes: 1. Maximum height of fill over roof shall not exceed 21 '-0" 2. Minimum splice length for reinforcing shall be 45 bar diameters. 3. Exposed edges of concrete shall be rounded with a chamfer. 4. All metal parts shall be galvanized. 5. See San Diego Regional Standard Drawing D-61 for RCP connection to structure. 6. A construction joint shall be provided at the bottom of the walls, with the walls and roof to be poured monolithically. /SgESS/ riANcH //Tv TSiv =1 CIMOAf l/l/OA/^ FNfilNFFHINfS Page: / ^ \^ \^ Vv. STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj.#: ^oO-s:-?(^ Designed: ^_ ]f\lH/T5^7T ^ \^ \^ Vv. STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 -7/3/c.Z Checked: ^ \^ \^ Vv. STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: > Ml 1 c- ir (-7. S-&') Project: //%. /7\SIMON WONG ENGINEERING // \v/ \^ \ STRUCTURAL & BRIDGE ENGINEERS Page: 2, //%. /7\SIMON WONG ENGINEERING // \v/ \^ \ STRUCTURAL & BRIDGE ENGINEERS Proj.#: yaD'Sri\^ Designed: Date: -7^ c=| ^ Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: k- 7,6 ft 1 '/at "7 6. £>' 3' - /o- fa^ 1— -l/.O ^ ft -//. O k-At I 7.. ^s- v/t Project: //xv TAX QIMOAI WHNfS FN(ilNFFHING Page: ^ yy y^vV A OflrlL/fV rriyivu civvtlfwccnf#¥vf \v/ \^ \ STRUCTURAL & BRIDGE ENGINEERS Proj.#: 5^-^-,^ Designed: ^ 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: n/^/oZ Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: /^J/7Vv<£^ STB^L. (^S-yt/'A?/£ 675-) Project: Designed: ^ Checked: ^. SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (858) 566-3113 FAX (858) 566-6844 Page: if Proj. #: 5~00- 'S'l^ Date Revised: 3>^ig NALL /is SUMS SO/u DAT/^-Cc AS PaJ^ CALr7^/\JS SOS F'/tSr 1>. 2- ri^E.zSt^/^B ~ ' 6 k^\Ajl^ .Q/C^IML -- r^/ (50/L f'^<es5u<E.) - > /s^/ fog/) /7te/4^ , /it-- /6;7, ^ - /S"'?.^^!. = 6.11 />t 1 5/A/c£ So/<L W/e>e /r M-^C^TE^S- P>es/Qr/\/ WALL F'O^ p/^y Cd/v<p/ 77 o/v<5". Project: Page: <g // yyvv /^^v rrCIVwr cIVuffVccrfffVu y/ \v/ \y STRUCTURAL S BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj. #: Designed: C^V^ // yyvv /^^v rrCIVwr cIVuffVccrfffVu y/ \v/ \y STRUCTURAL S BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: Checked: // yyvv /^^v rrCIVwr cIVuffVccrfffVu y/ \v/ \y STRUCTURAL S BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: /^\jfiiLUATE T'ir\jo i:o/v/:i/7-/0/VS ST/^UCT u/r^i= a^^o^s- S£.c7>o/v -r ^ 2-It v/t -:z2 L -^J ?t- \.tt% k/ft /O.S' ^1. - /Ve4/g S-yr3//^£. 1, (^s- ^/^ Moment Distribution - Box Culvert -1 Cell Load Case: Notes: Earth Load (depth: 28ft) Column Super Super Column Column Sub Sub Column 1 Top 1 2 2 Top 1 Bot 1 2 2 Bot Stiffness 0.54 0.46 0.46 0.54 0.54 0.46 0.46 0.54 FEM 6.1 -25 25 -6.1 -6.1 33.5 -33.5 6.1 Distribute 10.21 8.69 -8.69 -10.21 -14.80 -12.60 12.60 14.80 CO. -7.40 -4.35 4.35 7.40 5.10 6.30 -6.30 -5.10 Distribute 6.34 5.40 -5.40 -6.34 -6.16 -5.25 5.25 6.16 CO. -3.08 -2.70 2.70 3.08 3.17 2.62 -2.62 -3.17 Distribute 3.12 2.66 -2.66 -3.12 -3.13 -2.67 2.67 3.13 CO. -1.56 -1.33 1.33 1.56 1.56 1.33 -1.33 -1.56 Distribute 1.56 1.33 -1.33 -1.56 -1.56 -1.33 1.33 1.56 CO. -0.78 -0.67 0.67 0.78 0.78 0.67 -0.67 -0.78 Distribute 0.78 0.67 -0.67 -0.78 -0.78 -0.67 0.67 0.78 SUM 15.29 -15.29 15.29 -15.29 -21.91 21.91 -21.91 21.91 -15.29 15.29 15.29 -15.29 -21.91 21.91 -21.91 21.91 Load Case: Notes: Moment Distribution - Box Culvert - 2 Cell Matches manual calculations done In BDP pg 6-38 (Assumes that Middle Column is pinned and therefore sees no moment) Column Super Super Super Super Column Column Sub Sub Sub Sub Column 1 Top 1 2L 2R 3 3 Top 1 Bot 1 2L 2R 3 3 Bot Stiffness 0.52 0.48 0.53 0.47 0.45 0.55 0.52 0.48 0.53 0.47 0.45 0.55 FEM 3.16 -11.1 11.1 -14.03 14.03 -3.16 -3.16 14.5 -14.5 18.4 -18.4 3.16 Distribute 4.13 3.81 1.55 1.38 -4.89 -5.98 -5.90 -5.44 -2.07 -1.83 6.86 8.38 CO. -2.95 0.78 1.91 -2.45 0.69 4.19 2.06 -1.03 -2.72 3.43 -0.92 -2.99 Distribute 1.13 1.04 0.29 0.25 -2.20 -2.68 -0.54 -0.49 -0.37 -0.33 1.76 2.15 CO. -0.27 0.14 0.52 -1.10 0.13 1.07 0.56 -0.19 -0.25 0.88 -0.17 -1.34 Distribute 0.06 0.06 0.31 0.27 -0.54 -0.66 -0.20 -0.18 -0.33 -0.30 0.68 0.83 CO. -0.10 0.15 0.03 -0.27 0.14 0.41 0.03 -0.17 -0.09 0.34 -0.15 -0.33 Distribute -0.03 -0.03 0.13 0.11 -0.25 -0.30 0.07 0.06 -0.13 -0.12 0.22 0.26 CO. 0.04 0.06 -0.01 -0.12 0.06 0.13 -0.01 -0.07 0.03 0.11 -0.06 -0.15 Distribute -0.05 -0.05 0.07 0.06 -0.08 -0.10 0.04 0.04 -0.07 -0.07 0.09 0.12 CO. 0.02 0.04 -0.02 -0.04 0.03 0.06 -0.03 -0.04 0.02 0.05 -0.03 -0.05 Distribute -0.03 -0.03 0.03 0.03 -0.04 -0.05 0.03 0.03 -0.04 -0.03 0.04 0.05 SUM 5.12 -5.12 15.90 -15.90 7.07 -7.07 -7.02 7.02 -20.53 20.53 -10.08 10.08 -5.12 15.90 -15.90 7.07 5.12 -7.07 -7.02 10.08 7.02 -20.53 20.53 -10.08 Project: Designed: ^ Checked: SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 San Diego, CA 92131 (858) 566-3113 FAX (858) 566-6844 Page: j Proj.#: ^ooS-?U Date: n /<o/oi Revised: -XI."7 /'i.l . / o, o 6 II. Project: //vv 7Tv 7=2^ GIHM^hi CAI/2fAlirCDfA//2 Page: VV. //VV /^^\ rrCIVfci CfVuffVCCriffVu \vy \<7 Vv. STRUCTURAL & BRIDGE ENGINEERS Proj.#:^oO- ^71^ Designed: C 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: / / , 1 /o / °Z Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 f——» Revised: '7 ' P^^iJ^ USE. Crv<- CPO -*^<£//V/*=-o/ec.£v^^/vr (^ = G^i^so) --(/'zc^)-' /- Z^( .ffr/c ^yj " ( ' ' ''-^ ( ,srfs.zT^^0/2.vi Project: //vv Txv -"^ CfMOAl WrUUf! FhlfSlhlFFDIhIfi Page: ^ ^ >y VV //vv /^^\ rrflVU CfVuffVCCnffVU ^ \vy \^ \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj. #: 500 - 5:-,!^ Designed: C >y VV //vv /^^\ rrflVU CfVuffVCCnffVU ^ \vy \^ \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: -7 /^Q / ©3 Checked: >y VV //vv /^^\ rrflVU CfVuffVCCnffVU ^ \vy \^ \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: •^Vz5-^/^7"/^/£ /^£v/v, (^77e/f/vr\/^^S£ , ^/-?r--/-^f^ ') ^ ,^77 .«7S" oA_) 73Z .^^ Project: //vv 7AV :?=^ QIMHA/ WCiNfi FNdlNFFRING Page: // vV //vv /^^\ rrcivu Cf wuffvd.niivu ^ \v/ \*y \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj.#: ^^o-<^-n^ Designed: C\AJV\J // vV //vv /^^\ rrcivu Cf wuffvd.niivu ^ \v/ \*y \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: -7 //( /o"^ Checked: // vV //vv /^^\ rrcivu Cf wuffvd.niivu ^ \v/ \*y \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: J /-20 ^8T (I.Z'^) /Z-"/ ' > Co^s:^ CMMT = Z-^ /^ • /« ) , S^^ A A 5 . / fee/'- ^^^) \ ^ Project: //vv TTT =1 CfljfOAl PAI<?IAIPCOfA//2 Page: /i >y vv //vv /^^\ rrt/IVLl CfVLlfAlCCrfffVu A \v/ \V STRUCTURAL & BRIDGE ENGINEERS Proj.#: 5-^^, 5-71^ Designed: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: n/ii/ol Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: S/=. c 77 O /-s/ 3 ^ ) ' (r/^ r/ w? /^£//v/ ^.r^/ <^ (^" (A, - . &// 3' /' 2i ( /siY-^. Z5-)(/Z")j ^ fS" /3./ //^) Project: //vv 7*v p=i Qiimrtki \A/ni\ifi FhifiiMFFOihift Page: // vv //vv /^\\ WKjiMij cfvi;iffvc.crfffvtjr // \vy \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj.#: 5--,^ Designed: <CVvN // vv //vv /^\\ WKjiMij cfvi;iffvc.crfffvtjr // \vy \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: ^ / n /oZ Checked: // vv //vv /^\\ WKjiMij cfvi;iffvc.crfffvtjr // \vy \v STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: (i^S/^ iTB-^L Corsj'r) /7-/v/r ^a//v. (M^ '- 3 ^ • "5 • -'i ^ Z(^-°> (O-o Project: //vv ASV ^ ^IMHfJ WdNfi FNdlNFFRING Page: ^ y // vv /^vV // wIfWL/lw wwKJI^KX CfVvrffVCCfiffVv« ^ \v/ \V STRUCTURAL & BRIDGE ENGINEERS Proj.#: ^o.^7C^ Designed: c KVW 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: -} 1 ^ /^i Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: SgCT-ZO/y 2- ' 5//V<^£: MZ-^T ^/ST-i^/ ^t^7~/D^ /-"/^BO/CTZ /VO -^^Z T^\/& f^o/^^i^T /W /AS (^/2.) ^ AA/ ^ ST ^_/2L- '.?o7) 7-~)3 / 7A/ c5 /Z (^_^.^?07 ) Z7 I -"SrfvirycVr'J ^7 Co 'USIS- i^E-/A/. 7=/^QM Aoc-^ ^ Project: /r^ 7*v =1 cinMnhl wriNtS FhJfiltJFFRINfi Page: // vV //vv //^X rrwfwU CfVUffwCCrlffVu A \vy \vy \v STRUCTURAL & BRIDGE ENGINEERS Proj.#: s-7(^ Designed: Cl^J^y/ 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: nj i^/oi Checked: 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: (^5/5/- MMr- yr-o ) M^-- /<7.S- /£-/t Project: Designed: C^\N Checked: SIMON WONG ENGINEERING STRUCTURAL & BRIDGE ENGINEERS Page: 9968 Hibert Street, Suite 202 San Diego, CA 92131 (858) 566-3113 FAX (858) 566-6844 Proj#:<5oo,^-,,^ Date: —, /, /^-, Revised: I V 4 X/«'A/ 4. j« Project: Page: ^.^ // vv /y^ lVC/V(j clvuf/Vccn//Vu A \vy \^ \y STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Proj. #: siw Designed: CV^YJ // vv /y^ lVC/V(j clvuf/Vccn//Vu A \vy \^ \y STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: ^ / joi Checked: // vv /y^ lVC/V(j clvuf/Vccn//Vu A \vy \^ \y STRUCTURAL & BRIDGE ENGINEERS 9968 Hibert Street, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Revised: /y- <i.-r Ah M'o^s^T S ' 8 ' /Sl A At 4c, Mu-M 0-^'^) / ?S A A^t fs^Y 2,o AA^) ^ USB. ^ Al" 0^%'- -loi ) Project: //vv TJ^V r^v C/MOAI \A/DIUfi FtJfilhlFFDIhIfi Page: // vV //VV /^^\ rrlylVCl CfVUffVCCrfffVd \A Vv STRUCTURAL & BRIDGE ENGINEERS Proj. #: ^ Designed: C\/\i\N 9968 Hibert Sfreet, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 Date: -j / /,/oZ Checked: 9968 Hibert Sfreet, Suite 202 (858) 566-3113 San Diego, CA 92131 FAX (858) 566-6844 * 1- Revised: C 77o/\/ C/-hr. C KS ALL 0\NAEL g C7g£ ^ ^/«97-/ 0 J ^1 81 81 + 7 00/l£> t -"5^ 57S0 = zoo ^^SL C'^ Vyv = C/.^ \/c = (f>O'0C/Z")r'Z. ;^S6) 2^ A/>.S ^A;/?^ $ttEAi^ - /^.Z .^^r section checks - steel Bressi Ranch Transition Structure Ratio 1 Description Dia. As (in') d(in) b(in) P Pmax Roof Section #2 Pos. Rein. 5 @ 12 0.625 0.307 11 12 0.002326 0.0174 0.002296 Neg. Transverse 5 @ 6 0.625 0.614 11 12 0.004652 0.0174 0.002296 Neg. Corner 5 @ 12 0.625 0.307 11 12 0.002326 0.0174 0.002296 Roof Section #1 Pos. Rein. ADD: 6 @ 12 0.75 0.749 11 12 0.005674 0.0174 0.002321 Neg. Corner ADD: 5 @ 18 0.625 0.512 11 12 0.003879 0.0174 0.002296 Floor Section #2 Pos. Rein. 6 @ 12 0.75 0.442 11 12 0.003348 0.0174 0.002321 Neg. Transverse 5 @ 6 0.625 0.614 11 12 0.004652 0.0174 0.002296 Neg. Corner 5 @ 12 0.625 0.307 11 12 0.002326 0.0174 0.002296 Floor Section #1 Pos. Rein. ADD: 5 @ 6 0.625 1.056 11 12 0.008000 0.0174 0.002296 Neg. Corner ADD: 6 @ 12 0.75 0.749 11 12 0.005674 0.0174 0.002321 Wall Reinforcement Pos. Rein. 5 @ 12 0.625 0.307 11 12 0.002326 0.0174 0.002296 Neg. Vertical 5 @ 12 0.625 0.307 11 12 0.002326 0.0174 0.002296 Diversion Wall 5 @ 12| 0.625 0.307 3 12 | 0.008528 0.0174 | 0.002296 OK OK OK OK OK OK OK OK OK OK OK OK OK - §5 - TOTAL 4 #5 I— ® 12 #5 - TOTAL 6 - ELEVATION 3/8" = r-0" 6'-0"# LD. RCP INLET 4" CHAMFER TYP 2" CLR TYP ALL WOUND iCS - TOTAL 4 SECTION A-A -6"e l.D. RCP OUTLET - TOlAi. 2 6"0 STEEL PIPE A53 GRADE 6 PLAN 3/4'"e STRUCTURAL STUD [ 6" LONG WIN ® 6" O.C, DETAIL 1 NOTE: FOR SECTIONS B-B AND C-C, SEE SHEET 14 OF 22. PRIVATE CONTRACT CITY OF CARLSBAD H*""" 13 11 ENOWEERINC OEPARTMENT 11 22 j CITY OF CARLSBAD H*""" 13 11 ENOWEERINC OEPARTMENT 11 22 j MPftOVEMCNT DETAJLS FOt 1 BfESSIRANCH TBANSmON STWCIURE MPftOVEMCNT DETAJLS FOt 1 BfESSIRANCH TBANSmON STWCIURE MPftOVEMCNT DETAJLS FOt 1 BfESSIRANCH TBANSmON STWCIURE MPftOVEMCNT DETAJLS FOt 1 BfESSIRANCH TBANSmON STWCIURE APPR0«:D; LLOVO B. HUBBS t»»a 1J-J1-0S APPR0«:D; LLOVO B. HUBBS t»»a 1J-J1-0S OATE IMTIAL REMSON OESCRIPTTON DATI OAtE 0»W BY: j 1 PROJECT NO. [ [ ORAtHNC NO. n!m>Vi- |j CT XX-XX ll XXX-XX ilOCCR OF aOK REMSON OESCRIPTTON OIHEF APPTOVAl orr uvKNM. 0»W BY: j 1 PROJECT NO. [ [ ORAtHNC NO. n!m>Vi- |j CT XX-XX ll XXX-XX - »5 - TOTAL 4 TYP 4 CORNERS ^(6 9 12 - (IS O 12 #5 O 12 SECTION B-B Ife DIAGONALS - TOTAL 8 PER OPENING (4 EACH FACE) RCP OPENING TYP • NOTE: OUTLET WALL SHOWN. INLET WALL SIMILAR. TYPICAL RCP OPENING REINFORCEMENT ADDITIONAL REINFORCEMENT (ALIGN ANO - SPACE PARALLEL TO INLET WALL) O 12 »5,4-A 3-6 TYP 4 CORNERS DESIGN CRITERIA REINFORCEMENT: fy = 60.000 psl (GRADE 60) CONCRETE: 560-C-3250 r> . 10 SOIL Ko = 0,32 7 - 125 pcf GENERAL NOTES . MAXIMUM HEIGHT OF FILL OVER ROOF SHALL NOT EXCEED 21'-0'. . MINIMUM SPLICE LENGTH FOR REINFORCING SHALL BE 45 BAR DIAMETERS. . EXPOSED EDGES OF CONCRETE SHALL BE ROUNDED WITH A 3/4* CHAMFER, ALL METAL PARTS SHW.L BE GALVANIZED. . SEE SAN DIEGO REGIONAL STANDARD DRAWING D-61 FOR RCP CONNECTION TO STRUCTURE, A CONSTRUCTION JOINT SHALL BE PROVIOED AT THE BOTTOM OF THE WALLS WITH THE WALLS AND ROOF TO BE POURED MONOLITHICALLY. • 2'-6" - LIMIT OF ADDITIONAL REINFORCEMENT PER SECTION C-C TYPICAL REINFORCEMENT (ALIGN AND SPACE PARALLEL TO OUTLET WALL) NOTE: ROOF REINFORCEMENT SHOWN. FLOOR REINFORCEMENT SIMILAR, PLAN - ADDITIONAL REINFORCEMENT 3/8- • r-0" l)5 O 6 - TOTAL 5 4 |5 - TOTAL 1 • #5 - TOTAL 1 #6 _l .' 9 12 3-6' - TOTAL 3 TYP EACH CORNER TYPICAL SECTION REINFORCEMENT NOTE: FOR LOCATION OF SECTIONS B-B AND C-C. SEE SHEET 13 OF 22 #5 O 6 - TOTAL 5 NOTES; 1, CONTINUE TYPtCAL SECTION REINFORCEMENT THROUGHOUT. 2. CONTINUE ADDED REINFORCEMENT 2'-6" FROM 6'~0'ti RCP INLET. SECTION C-C 1/2" = T-O" PRIVATE CONTRACT 3iaiCDt cr ncm REVI90N OCSCnPTlON OTHER APPROVAI DAU INITIAL ^^"1 CITY OF CARLSBAD I P«« If [| ENONEEWWG OEPARTWCNT | j 22 BRANCH TBANsmoN amxm/RE APPROVED; LlO-rt) 8. MUBBS E»Wtj ii- owt BY . CMKO BY; BV*0 BY: