The URL can be used to link to this page

Home My WebLink About3842-7ISM 0 300 nun (04 0 12 L12 (TYP.) EW OR � '"P TWI FLOW OW A ISM 300 (s 4 124 I&M 04) CIRCULAR T113111 E NOTIE 9 150 Mai I _612A CUT - NO. 2 CUT NO. I LIN - 00, 90* N 2 ISO cut N1( A 14 1 OETAIL 'A' wc Noye io) 10NO-4YO&.6111 (GIVAL. IN11tRIOR FORM CUT. NO. Is , 1,#W THJ IN89, AT AN AjN%9 Of A/2 WITH THE TRANS- ..V(R39 KAN& A VC $1'0N4 StdYlON AND TAPE 130TH 3ECTIONS fdG9TK"10RM(N4-TH1t 0OUCY10H ANOL9 A. COT 1140. - 21'.3AW Tlit-TVOE, LON41 INALLY ACMOVINO A $TRIP 3.141 0 ) WIDE ON. -THE 91 NAPPOSIT11 THE OPCH JOINT. 000 %It CN03 OF THE CUT WGITHER AND INSERT THE TU139 IN THI PIPIE. 0 330-C-23 1360-C-3230) CONCR97C 25 m(n (19) ITYP.) D L T 300.00 0:0 300 mfe (121 1 100 mrs 14") 456 0s. (18") 300 mm 024 125 m i!) roo..Mn 1244 300 min 02-) 150 ma (61 750.mo (304 430 mo (18") 115 me 11") 900." 113641450 m 089,225 mm (Sol 100 ma 026.44 50 MM (186) - 225 mo 1911) 450 me 061 250 MM 10-) f is 157') 450 mm -066) iso Z 5 01) 1500 M0 (60* 525 _MM 12101 275 MM (11*) 1650 ow (664 $25 M (2P) 275 MM (110) 1406 axiis J72-4 $00 Mai f24- 300 m (12") i Id CROSSING PIPE WALL (DIAMETER OF PIPE s 01) " PTIONAL SIDE.OF yp.) KE T IT CONCRETE BLANKET (CLASS 265014 (450-C-20001 CONCRETE) UNOISTURGED EARTH ITYP.) EXISTING PIPE OUTSIDE OF PIPE SELL SURIFACC or PIPE QETAIL *80 TYPICAL JOINT FOR RIIINIFORtco CONCR(TE pipe 0*1 MIM (TYPI) 4�,(Sff NOTE 3) -Z : 0 FOR 0 ), 315 mm (151) ,4 FOR D 1 315 ma (151) NOT113- 1. CONCRETE S�ANKIT IS IRIOUIRfD WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPIE A140 THE 13 TOM Of TH CRO SING PIPE 13 LESS THAN 450 mm 118 IN.I. 2. Y s 0/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP Of THE EXISTING PIPE AND THE OOTTOM Of THE CROSSING PIPIE 13�1,S11,,THAN.Yj THE CONCRETE SHALL BE PLACET ETWEVO THE � I X PIP11;jPAP00V%jj 7141 SIOCS Of THE VL PI UP TO A Lfa COUAL TO Y AB V THE XIST- L GH ING A COUIREO BY NOTE 3 1 LOW. WHICHEVER IS HI 3. X a 0/12. MINIMUMI. TO PR V101 BEDOING MATERIAL FOR THE CROS31NO CONDUIT. WHEN X 13 Lf3s THAN THIS MINIMUM. THE WIRE TOP SURFACE OF THE BLANKET SHALL (It RAISED TO MAX9 NIACT WITH THE LOWER 90* OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT SEYOV THE TRENCH EXCAVATION AT EACH IN IS Of THE BLANKET. EXCEPT THAT' THE BLANKET NEED NOT BE EXTENDED MORE THAN11.2 M (4 FT.) 8 Y NO THE TRENCH. S. rCjejVf0A NPIPE BILL 19 ENCOUNTERED WITHIN THE LIMITS Of THE BLANKET. ALL DIMENSIONS $HALL E BELL. Isom MM (20) THICK STYRORANI LOP INVERT $LAI) Of ARCH OR Box 010THjRAPPROVE0 COMPRE SIS SECTION (CROSSING CONOUIT)_\ 8� MAT AL N NO MINIMUM UNDISTURBED EARTH EXISTING PIPE OUTSIDE OF PIPE BELL COMPBESSIBL& 96 A-WEI (FOR EXISTIN!Q-PIPES CROSSEP OVER BY A NEW BOX OR ARCHI NOTESS I. PMPRIE11SIBLE SLANXICT IS REQUIRED WHEN TH19IjL(iEAR CASARTWEIEN THE TOP Of rHI1 EXISTING Ipt 8O)tK 'OR r A140 THE BOTTOM Of THE CROSSING COMM 4) S LESS THAN 450 min (18 IN.). 2. THE BLANKET $HALL IEXTENO LONGITUOINALLY FOR THE FULL CROSSING CONDUIT TRENCH W10TH1. 3.0 I�W MISIONS SHOWN ON THI$ PLAN FOR METRIC IV ENGLISH UNITS ARE NOT EXACT EQUAL VA4UIES. TRIC VALUES ARE USED. ALL VALUES USED ? R CONSTRUCTION SHA I Deff M IALfTRIC VALUE WITH THE EXCEPTION Of RIINFORCING BAR SIZES FOR WHICH ENGLISH BAR SIZES MAY BE jUaSTITUTEO FOR MfTRIC 13AR SIZE$. It ENGLISH UNITS ARE USED. ALL VALUES USED FOR COm TAuCTiON $HALL 13C ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CIRCULAR TIES 525 min-Ul") OR LESS STANWDPW PROMMUM 3V rms ftKX ACA" STAt4MWO INC, BLANKET PROTECTION FOR PIPES MaTRIC, I'll GREENDOC CO"PIE 1500 mm (600) TO 1800 mm (721) 225 - 1 1964 REV. IM usis wTH sTAWARID snctijcAnONS FOR PUBLIC WORKS CONSTRUCInlON REY, IM SHEIRT I OF I NOTES 1. A.CONC11CY 9 COLLAR IS ACOUIA90 WHEAC Y14C d_HANdt 114 4RA019 EXCEEDS 10 PERCENT. 4;;0 2. FOR CURVE JOINTS (SEE DETAIL 0. SHEET 1) " If THE EXTREME ENDS OF -THE PIPE LEAVE A CLEAR SPACE TRAT- IS GREArER. THAN 25 mm 00). BUT IS LESS THAN 75 mm((30) A-C.ONCRETE OVER AS REQUIRED IN ACCORDANCE WITH SUBSECTION-' 306-1-.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT ' AS EQUAL TO OR GREATER THAN IS mm 0% BUT LESS THAN 150 MITI (69. A CONCRETE COLLAR IS REQUIRED. IF THE'CLEAR SPACE IS 150 mm (69 OR GREATER. A TRANSITION STRUCTURE 13 REQUIRED. 3. CONCRETE'COLLAR SHALL NOT 13E USED FOR A SIZE CHANGE ON THE MAIN LINE. 4. CONNECTOR PIPES A. WHERE PIPES- OF DIFFERENT DIAMETERS ARE JOINED WITH A - CON�RVE. COLLAR. L AND T $HALL BE T140SE OF THE LARGER PIPE. OsOi OR thr WHICHEVER 13 GREATER. B. WHENA IS EQUAL TO OR LESS THAN 0;2. JOIN INVERTS AND WHEN Ot IS GREATER THAN 0j. JOIN SOFFITS. 5. FOR PIPE LARGER 'THAN 1800 mm (12") SPECIAL COLLAR DETAILS ARE ncouinm 6. - FOR PIPE tIZE NOT LISTED USE NEXT SIZIE.LARGER. 1. REINFORC EMENT SHALL CONFORM TO ASTM A 615 M (A 610) GRADE 300(40). S. WHERE REINFORC-ING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIFES SMALL BE D+(2 -X WALL THICKNESS) +.T. 9-. REINFORCING SMALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAW -125 fnm- (219 AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS 13 75 rhm (30) OR LARGER. CIRCULAR TIES: old ni RIVIrro NO. 0 F WHERE THE SPACE 86TWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER Of CIRCULAR TIES $HALL 61E INCREASED TO MAINTAIN AN APPROXIMAYIE SPACING OF 150 mm (61 O.C. 10. WHERE THE.PIPIE 13 525 mm (210) OR LESS IN DIAMF.TiR AN INTERIOR FORM OF UNSEAL JD $ONO-TU8F. OR EQUAL SHALL 131E USED TO PROVI ' OC A 1MOOM INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAI6 A). 7 WHEN THE PIPE 13 600 mm (24 -4n LARGER A AtMOVAIM INTERIOR FORM SHALL BIE USED On THe INTERIOR JOINT $HALL BE COMPLEYELY FILLED WITH MORTAR AND NEATLY POINTED. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NQ1 EXACT EQUAL VALUES. I'F METRIC VALUES ARE USED. ALL VALUES USCO FOR CONSTIIUCTI-014 SHALL BIE MeTRIC VALUES. EXCEPT REINF-ORCINO BAR SIZLrS'IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENOLISH'UNITS ARIE USED. ALL VALUES USED FOR CONITRUCTION $HALL BE ENGLISH UNITS. AMERIcANPueuC* KSA4.80CIATION *.SOUTHERN CAUFORNIA CHAPTER CIRCULAR TIES 525 min-Ul") OR LESS 3 600 mm (248) TO 700 mrn (30a) 3 825 mra (331 TO 1425 mm (5 71 4 1500 mm (600) TO 1800 mm (721) 5 WHERE THE SPACE 86TWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER Of CIRCULAR TIES $HALL 61E INCREASED TO MAINTAIN AN APPROXIMAYIE SPACING OF 150 mm (61 O.C. 10. WHERE THE.PIPIE 13 525 mm (210) OR LESS IN DIAMF.TiR AN INTERIOR FORM OF UNSEAL JD $ONO-TU8F. OR EQUAL SHALL 131E USED TO PROVI ' OC A 1MOOM INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAI6 A). 7 WHEN THE PIPE 13 600 mm (24 -4n LARGER A AtMOVAIM INTERIOR FORM SHALL BIE USED On THe INTERIOR JOINT $HALL BE COMPLEYELY FILLED WITH MORTAR AND NEATLY POINTED. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NQ1 EXACT EQUAL VALUES. I'F METRIC VALUES ARE USED. ALL VALUES USCO FOR CONSTIIUCTI-014 SHALL BIE MeTRIC VALUES. EXCEPT REINF-ORCINO BAR SIZLrS'IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENOLISH'UNITS ARIE USED. ALL VALUES USED FOR CONITRUCTION $HALL BE ENGLISH UNITS. AMERIcANPueuC* KSA4.80CIATION *.SOUTHERN CAUFORNIA CHAPTER STANWOPL&N 380-3 CO NICAET9,COL R FOR P '0 .3 1 L ----------- A-"Im.112"I THROUGH -1800 mm (721), SHEET 2 OF 2 q PIPE k laid lengthwise and mortared Cement grout k,,,Inside edge of R.C.P. groove capping at and of pipe AFICTION or and of pipe (if broken) D" -Cement grout copping Brick a mortar closure IELEVATION PIPE CLOSUREaoTYPE 11811 (Brick and Mortar) N 1. Type '13' closure for "O"not larger than 36 It unless approved or specified by the Engineer. 2.See specifications for additional information. At =2 '15M 0 300 =A*40t2b) EACH WAY 5 =91/411111 S T E;P TI DOWEL (TYP.) J If PLAN L tqo M to I a" - (1111401 r AgEMPS'eff A I 110RP11d 1101 11 r7I IS - OPTIONAL SUBGRADE Eel HN CT R PIPE THIC SECTION A -A 1- 200 W"601 IOW#4) 90* DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCL4TION - SOUTHERN CALIFORNIA CHAPTER PROMAGATM By rha 1 1 STAN IAN PUBW V0003 STANOAA08 1�4 CURa-OPENING CATCH BASIN 4 WEMW0KC0&U-nE1 (04?e 1964 REV. IM SHEIrr, 1 OF 2 "FLOW LI FA C PLITIE YP. 0 IN I S 0. 14 Li `-CUR13 LINE EXTRA IjhT4) F STEPS N 2 31 I MOLIrIFFIAME OVER __' CATCH BA31N FRAMME MANHOLE 1 AND 4COVER-1 11 11 S T E;P TI DOWEL (TYP.) J If PLAN L tqo M to I a" - (1111401 r AgEMPS'eff A I 110RP11d 1101 11 r7I IS - OPTIONAL SUBGRADE Eel HN CT R PIPE THIC SECTION A -A 1- 200 W"601 IOW#4) 90* DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCL4TION - SOUTHERN CALIFORNIA CHAPTER PROMAGATM By rha 1 1 STAN IAN PUBW V0003 STANOAA08 1�4 CURa-OPENING CATCH BASIN M WEMW0KC0&U-nE1 300-2 1964 REV. IM SHEIrr, 1 OF 2 USI WITH SIANDARO SPECIFICATIONS FOR PUSLICWPAX3 CONSIRUOTION H"ECO"Ru"' DRAW11IN"G THESE PF10WD GPAkyjX-e %S�HA'iE BESN PRFRAC�F_D, 1.14 PART, ON THE E?A&S OF RiFORMATION COMFitED 4140 FURNISHED ITf OTHEF�S. THE ENGINEER ffi'LL NOT BE RESPONSIBLE FOR ANY EnAOAS On OMIS&ONSIA141CH HAVE BEEN INCOAPORATED INTO THE DOCUMENTS AS A RESULT TKREOF 1. WHERE THC 8A*IN 13 TO BIEL CON3TRUGTrtQ WITHIN THK LIMITS QF EXISTING OR PROPOSEO SIDEWALK 00 13 CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB Of THE BASIN MAY BE PQURID EITHER MONOLITHIC WITH THE 310 WALK OR SEPARATELY USINO THIE SAME CLASS Of CONCRETE AS IN THE BASIN. WHEN I HO MONOLITHICAL Y. fHE :SIDEWALK $HALL 8E PROVIDIED WITH A WEAKENED PLANE OR A 23 mm09-DEEP SAMUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALL$. INCLUDING ACROSS THE FULL WIDTH Of THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE $HALL CONFORM IN SLOPE. GRADE. &OLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACIENT TO THE ASIN. 2. ALL CURVIED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR Of BASIN $HALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AN2 LATERAL SLOPE Of 1: 12 MINIMUU AND It 3 MAXIMUM, EXCEPT WHERIE THE GUTTER GRADE EX [COS 8 PERCENT. IN W41CH CASE THE LONGITUDINAL SLOPLE Of THE FLOOR SHALL BE THIE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS-* a S 970 MM(31-20) V 2 THE DIFFERENCE IN ELEVATION 13ETWEEN THE TOP OF THE CUR13 AND THE INVERT Of THE CATCH BASIN AT THE OUTLET s 1.35 MKS% - V us THE DIFFERENCE IN ELEVATION BETWEEN THE TOP Of THE CUR13 AND THE INVERT AT THE UPJTRCAM END OF THE BASIN AND $HALL SE&ERMINIQ 80Y THE REQUIREMENTS OF NOT 3. BUT $HALL NOT BE USS THAN CUR13 ACIE PLUS 3 rnoAI2'). ,V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Of THE INLET. NOTED ON THE PROJECT PLANS. H x NOTED ON THE PROJECT PLANS. IN a NOTED ON THE PROJECT PLANS. A x THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINIE Of THE CONNECTOR PIPE AND THE CATCH 13ASIN WALL TO WMICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- F1% THE CONN,�ICTOR PIPC $HALL 39 LOCATED AT THE DOWNSTREAM IEND Of THE BASIN. WH E THE CON WOR PIPE WN AT A'CORNER. TH RLINE Of THE PIPE $HALL INTER 3 T T IE INSIDE CORNER Of THE BASIN. THE PIPE MMA 81 CUT AND TRIMMED AT A SKEW tircccs Y TO INSUR( MINIMUM 80 MM(39 PIPE ED ALL AROUN& WITHIN THE CA CH 3AMSIN WALf. AND 75 nn(39 RADIUS OF RO N INOMMTRUCTURf ONCRETE. A�L AROUND. AOJAC N T2 PIPE IENDS;. A MONOLITHIC CATCH BASIN CONNIEC [ON $HALL, BIE U ED TO JOIN THE ONN TOR PIPE TO THE CATCH BASIN WHENEVER ANOLIE OA* IS LESS THAN I DEGREES OR GREATIfff THAN 110 DEGREES. OR WHIENIEVER THE CONN9CYOA PIPE IS LOCATED IN A CORN% TH% �tPT IJONAL AU�f OJAAI MONOLITHIC CATCH 8A3IN1 COI rCTION IN ANY CASE H IS PERMIT D. N LI HIC C S N CONNECTIONS MAY BE CON$ RUCTED TO AVOID CUT- TING STANDARD LIENGTHS Of PIPE. 6. STEPS $HALL 13C LOCAT D AS SHOWN. IF THE CONNECTOR PIPIE INTERFERES WITH THE STEPS. THEY $HALL 89 LOCATES AT THE CENTERLINE OF THE DOWNSTREAM END WALL. 3TIEPS SHALL BE SPACED 300 mm(120) APART. THE TOP STEP $HALL BE 115 MM(74 BIELOW THE TOP TO THE MANHOLE AND PROJIEECT 65 mdr42-1/24. ALL OTHER STEPS $HALL PROJECT 130 mA56). 7. QOWELS ARE REQUIRED AT EACH CORNER AND AT 2 M(71) ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN, 308 MONOLITHIC CATCH BA31N CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STtP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND FENG05H UNITS ARE NOT EXACT EQUAL VALUES. If METRIC VALUIES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY B& $80STITUTE FOR METRIC BAR SIZIES. If ENGLISH UNITS ARE USED. ALL VALUES USE NSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PU13LIC WORKW-AS-0CIATION - SOUIHERN CALIFORNIA CHAPTER STANWO PLAN 300-2 1 1 CUR13 OPENING CATCH BASIN SHEET 2 OF 2 AID - - - - - - - - - - - CURB OMING - - - - - - - - CATCH BASIN (S) mc POINT a POINT C CURG CURB GUttEft POWT 9 PLAN C (SE9 SHUT I E. K_ Cuftl)$109 WTING CATCH 13ASIN (S) amta CATCH BASIN (S) isEf sHat I WM4 WTM (S) POINT C CURB GuTtu POIAT e I - - - -- - - - - polto 1 C POLNT P PLAN P0114T R CASE F 9 - Wo - K CUR9 OPENING CATCH SAgN WITH rINI (3) AN()EMS AMER (3) - - - - - - - - - - - - r- - - - - - - - - -1 I I C -4 CUR3�� POINT C CURB a CURB OPENING CATCH BASIN GUTTER INT 8, WITH MANHOLt IN STREET C (SEIE SHEff I) POINT P PLM POINT S DIRECTION Of FLOW WO x Ir INT FLOW UNE PROFILE (CAS POINT r - FLOW UNE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 313-1 . SHEET 3 CIF 4 1 LOCAL DEPRESSIONS AT CATCH BASINS NOTE: I. ALL EXPOSED EDGES $HALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D $HALL BE THE NORMAL CURB FACE Of THE ADJACENT CURB. THE CURB FACE AT POINTS 13 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO,PAVEMENT REMODELING Is INDICATED, THE ELEVATION OF THE OUTER EDGE Of THE LOCAL DEPRESSION 4HALL MEET fHIE ANISHED STREET SURFACE. 4. IN NEW STREET$, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATEDt THE ELEVATIONS Of POINTS F AND 0 SHALL BE SIT HI HIGHER THAN THE GUTTER FLOW LINE ELEVAtIONS AT POINTS A AND D. RESPECTIVELY. THE ELEVATIONS Of POINTS P AND R SHALL BE SIT H11 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 0 AND C. RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTVER ADJACENT TO THE LOCAL DEPRESSION. THE ELEVATION OF gpomr 9 SHALL BE SET H3 HIGHER THAN THE ELIEVAT16N AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H NOTED ON THE PROJECT PLANS. "I NOTED ON THE PROJECT PLANS. H2 - NOTED ON THE PROJECT PLANS. H13 - NOT0 ON THE PROJECT PLANS. 0 - $00 mm (2 Fe#0 K 1.5 m (a feet) L 1.8 m (6, feet) M 1.2 m (4 - feet) N 1. 5 fn (5 re at) Wo CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASIN& THE THICXNES$ Of THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHE$). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC- AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUE$, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLI�H UN113 ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSPIPIATION - SW -Oft"__ CAtIFORNIA CHAPTER sTAW60PLAN 313-1 LOCAL DEPRESSIONS AT CATCH BASIN$ SHEET 4 Of 4 ! -23 J:\652-1452\storm�sd-i)h4a-07.dwa. Plot. 5/5/2005 1:59:13 PM. ikd