The URL can be used to link to this page

Home My WebLink About2871-3CSOWELtTY10.1 IS n4#41 15M 0 100 Mn A SCORING LING R PLATE A8 I,IRILy n PLAN STRUT OUTTZ R Olt kOCALi " ESSION Win) r-3 mwif <'1F 1I C' T "circ w" - 1""°iiolr.i�"1ic'r��cw" JOINT( P,1 8A6t1i CQfMiECTION SECTION A -A 00- PORT O � IRLE DOWEL. DETAIL wb�AMERICAN PUBt WORKS -ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER STRUCTURAL DATA WALL AND SLAB DIMENSIONS ANIS P� � REINFORCEMENT REQUIREMENT'S NO. or MAXIMUM REINM:ORCEMT FOR GRATES V r WALLS AM SLAAS 1-2 1.2 f44.1 ISO =44$11) 1-2 Z4 m(99 200 ra0l) NOT REQUIRED I -s 3.0 FAI- t 250 #00091 I -a 3.3 mt12'1 150 a #*to.1 REQUIRED 3-4 1.2 W44"1 130 wA949 NOT REQUIRED 3-4 2.0 mri111 240 "S'f 3-4 2.4 n4S'i too. wMS.1 Pt REWIRED 3-A + 3.6 at) 240 "01104) 6-4 N.2 N4413 130 wM611 NOT REQUIRED 5-6 I.S WAS1 209 MWAII1'i 5-6 &4 wAS11 200 mIMS*1 5-6 3.5 fi112' 1 250 a Mlb*1 $4 1.2 W411 ISO aaald'1 REWIRED 4 $4 ICS' 1 200 MWAS•) 3.3 NOV) 1230 nn(10.) wb�AMERICAN PUBt WORKS -ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER �IMMTto CURB OPENING CATCH BASIN P� � 111TH GRATING(S) 302-2 REV. taxa SNICRI' f OF 2 USE 11fffl STA!SM1 11111ECIPICATt0 O FOR PUBUhC WORKS CONSTRUCT O 4L MAIN LINE RCP OR REIWORCED MONOLITHIC ARCH. SEE NTE 2 SEE NOTE 1 60 mm taw) MIN. I 4d LATERAL/ CONNECTOR PIKE Wi`n ee` ROUND 4jj[ Q #I�� ASR G 130 MM goo * F O 7 16.1 5 `nen r 10M 0 450 mm 03 D# #4 0 IA•{ w INC TIE BARS sw o EAND FBARS lam 0 73 wn r�! s 1.3 0 381 QC. SEE NOTE B t CONN TOR TABLE CS F CONNECTOR #1N;1 PIPE So mm $14E NOTE S VALUES FOR T (3•) Mli . STA. POINT B T LATERAL SEE NOTE 3 3t10 mun t12'N 130 nEn t3'y PLAN 375 mm Ii'1 130 mm (54 """-"•••"•'." 450 m+ x 1181) 130 wo 459 593 mm 421*1 130 nam {54) SPUR IOM 0 430 mm 600 nam 2 '1 140 mm (6 1129) 143 OR 04 0 181) 973 wd" C210# 140 mm 15 If2.1 OC TIE BAR 780 erns t38'1 130 San 46.1 REI(4 411< 139NFORCING STEEL G BARS ) OC 4Gf #'34 mm 730 nam 033`1 ITO nen C6 1!"2.1 1 t)i- Opo eem 136'1 I?* mm to 1`211 20 MM 3' MI �,. ---� 673 mm139111 IAO mm 17.1 SPRINGi'' LINE / x X30 - TIE BARS ff ROUNDF- !I EDGES" ELEV. R BARS I61JI,*C ELEV,aS i)O t3 G BARS F AR3 ISM i1I iJNVDNSTUR9EC} CONCRETE CRADLE.-•�.''� EARTH H 265-C-14 1460-C-20001, SEE NOTE S SECTION -Z SECTION M -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROAAWEDBYTME �U�`�� RU�rTUI�'� PIPE TO PIPE INLET �RC1Pi.Aid PUAL,IS"i QVC ETANC�NtR�B i�'1C•, M£iRIC ORlow M6C0KMt!'TEE ID t irW m _ OR ID > 112 AIN UN ID 331-2 FAV. ante USE Wt1'M STANDARD $PECtF1CAT10Nl1 FOR PUBLIC WORKS CQN91'RtJCT1tfM SHEET i OF 2 I. WHERE THE BASIN IS TO 8E CONSTRUCTED 'WITHIN THE LIMITS OF I:k15fi1N$ OR PROPOSED $1QEINAGIC OR IS CONTIGUOUS TO SUCH SIDEWAf.K. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. IlSltr#3 THE SAID GLASS OF C++DNCRETE AS IN THE BASIN. WHEN -POURED MON+DI.ITHtCALLY, THE SIDEWALK SMALL BE PROVIDED -WITH A WEAtGENED PLANE OAA 25 MOO) 09EP $AWCIJT CONTINUOUSLY AR1,UNC! THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. lNCd.1JdINf3 ACROSS THE FULL 'WIDTH 4F 1`14E SIDEWALK. SURFACE OF ALL E3iPQSED C4NIrI�ETE SHALL CONFQRM IN SLOPE' GRADE. COLOR, FINISH. AND SCORING TO EXISTING #3Ni PROPOSED CURB AND WALK AOJACENt TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FARMS. AND SHALL NOT 8E SHARED BY PLASTERING. 3. ONE ORATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE RR{IdEOT PLAN. 4. FLt10Nt OF SARIN SHALL EE GIVEN A STEEL TROWEL FIIwl14H ALIO SHALL HAVE A LONGITUDINAL AND LATERAI. SLOPE OF 11 12 IYiIN11W41.IM AND I: 3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE EXCEEDS B PERCENT, IN WHICH CASE THE LONt31TLJDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER ORAOE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 6. DIMENSIONS: Y THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET a 1,35 m14,5' 1. VU � THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE DASIR. AND SHALL BE DETERMINED 8Y THE REQUIREMENTS OF DOTE 4. BUT SHALL NOT BE LESS THAN CURB FACE PLUS ,SQA mmC126a. 111 � THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS, H =NOTED ON THE PROJECT PLANS. _ W = BQO mrn(2'-II 3/901 FOR ISMS GRATIMOt Al)D IOSI mr11i3'-3 31801 FOR EACH ADDITIONAL GRATING. A z THE ANGLE, IN DEGREES, INTERCEPTED BY THE CEMiTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALK TO WHICH THE CONNECTOR PIPE 15 ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANET. UNLESS OTHERWISE SPECI- FIED. THE C:f)NPIEGTOI! PIPE SHALL BE LOCATED AT THE OOWNSYREIkM EMD QF 'THE BASIN. 11IHEftE THE CONNECTOR PIPE IS :}RONIN AT A CORNER, 1'WE CENTERLINE OF THE PIPE SHALL INTERSECT THE tN9NDE CORNER {1F THE B119EN, THE PIKE MAY 8E CUT AND TRIMMED AT A SKEIN NECESSARY TO INSURE MINIMUM $0 mml3'i PIPE 5MBEDMENT ALL AROUND. WITHIN RADIUSOF 4TRUCTURE CONCRETE. ALL AR�UHDT �t?JA�ENTWTC�L�IPE EMOS�A M4 CATCHNiDlNfi pp BASIN CONNECTION SHALL. 8E USED TO JOIF� THE CONNECTOR PIKE TOS THE CATCH BASIN WHENEVER ANGLE `A• IS LESS THAI+! 70 DEGREES OR +GREATER THAN IIA DEGREES. OR WHENEVER THE CONNECTOR PTFE IS LOCATED IN A CORNER. THE OP710NAL USE OFA MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CGNNEQTiON$ MAY 8E CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE, 7. STEPS SHALL BE LOCATED AS SH01NN, IF THE CONNECTOR PIPE INTERFERES NIkTH THE STERE. ' THEY SHALL 8E L+00J1TEQ ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM GRATING. STEPS SHALL BE SPACED 3130 niri4120} APART. THE TOP STEP SHALL BE 170 mm t7'1 BELOW THE TOP TO THE GRATING AMD PROJECT BS mmi2 N!$'}. ALL OTHER STEPS SHALL PROJECT ISO mmi5111. 8. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 m{7') ON CENTER (MAXIMUM) ALONG THE $ACKVIIALL. 9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED tlFfiEIN= 300 MONOLITHIC CATCH BASIN CONNECTION SOS CATCH BASIN REIWQROEMENT 310 CATCH BASIN FACE PLATS ASSEMBLY AND PROTECTION i3AFl SII FRAME AND GRATING FOR CATCH BASINS 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP !O. DIMENSIONS 13HC)1WN ON THIS PLAN FOR METRIC A14i3 ENGLISH KNITS ARE NOT EXACT E041AI. I►ALUES. IF METRIC: VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE EXCEPTENGLISHUNITS �RITRICU®� iR� IEN�C+Li�li UNIT�SARI� I~ISMAY L D USED. VALUES SCR �C�N�TRUCT�ON SI•iAt.i. BE ENGLISH 2 SHEE'i' 2 OF 7 UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - $OUTHERA! CALIFORNIA CHAPTER aTm �� PLM URS OPENING ATH BASIN W1TM GRATING(S) 0 NOTES I. THIS JUNCTION STRUCTURE SHALL 8E USED WHEN THE OUTSIDE CilAl~AE't`ER OF THE LATERAL !S GREATER THAN I!E THE INSIDE DIAMETER D OF THE MAIN LIFE= OR WHEN THE INSIDE DIAMETER 8 01= THE LATERAL. IS GREATER THAN 600 mm {241. B SHALL NOT EXCEED .75 D OR 2.75 mm ). (3982. IF THE WAIN LINE IS A REINFORCED NIONOLITHIC `ARN STORM DRAIN. D SHALL }DEFER TO THE CLEAR $F'AN OF THE ARCH, REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REOUIREi) FOR A REINFORCED MONOLITHIC ARCD. 3. STATIONS S140WN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOVI11+1 ON THE PROJECT [DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE IlilAtN LIFE WITH THE CONNECTOR PIPE CENTER LINE. 4, VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REGUIRED PER NOTE 5. 5. a, ELEVATIONS R AND S I*iEEC} NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LIME RADIALLY, b. ELEVATION R SHALL BE SHOWN ON THE PROJECT {3RAlI1tIh1GS ONLY IF A STUB IS TO 8E PROVIDED 1N THE 1VIAIhI LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c, ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN !MEET PIPE IS TO ENTER THE AlIAtM LINE OTHER THAN RADIALLY. INLET PIPE SMALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE, S. THE INLET PIKE SHALL ENTER THE MAIN t„IhIE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET RIDE MAY ENTER THE MAIN LINE OTHER THAN I;iAQIALI..'t' IF ANGLE A IS GREATER THAN 450, B t5 LESS THAN OR EQUAL TO 600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D= CtTMERWISE, STANDARD PLAN 340 SHALL BE USED. T. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. S. THE OPENING FOR THE BREAKOUT SHALL 8E RECTANGULAR AND GUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEE{., THE TRANSVERSE REINFORCEMENT 17F THE MAIN LINE SHALL 8E CUT AT THE CENTER 0►1^ THE OPENING AND BELT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. S. THE MAIN LINE SHALL BE REINFORCED !MITI•# A CONCRETE CRADLE AND ENCASEMENT TAS APPLICABLE), A CONCRETE ENCASEMENT IS REQUIRED IF A JC}1111'{` IM THE MALI LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND SOO intra (12`) ABOVE THE TOR OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE, IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. IO, REINFORCING STEEL SHALL CONFORM T{'1 ASTM A GkSM, GRADE 300, {AST11t{ A GIS, GRADE 40), AND BE PLACED 40 mm 41 I/21") CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED T4 A POINT NOT LESS THAN J C1tSTAh1:1rE FROM CENTER LINE WITH J=70l12 + ISO mm CS'l, If. FLOOR OF THE SPUD SMALL BE STEEL -TROWELED T{3 THE SPRING LINE OF THE SPUR, I�. DIMENSIONS SHOWN ON TI.11S PLAN FOR METRIC AND ENt;I..ISM UNITS ARE NOT EXACT EOUAL VALUES, 11= METRIC VALUES ARE iJSEa, ALL VALUES USED FOR' CONSTRUCTION SHALL BE METRIC VALUESt EXCEPT REINFORCING BARS SIDES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIDES. IF ENGLISH UNITS ARE USED, ALL. VALUES USED FOR CONSTRUCTION SMALL. BE ENGLISH 2 SHEE'i' 2 OF 7 UNITS. AMERICAN PUBLIC 1l4i0RK$ ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAM>aJUNCTION STRUCTURE - PIPE TO PIPE INLET METRIC LAN ICS 00 m 124111 OR >�tl MAINIw.IIV I 1 - 2 �' E � GHQ 2 OF 2 i STREET OR TO TSf3'1R tA -IIID - OF SPUR S .-ISO mm (S'} ,. Mix. tc -- ALL 6TEE1. REIN, 1 S► IDG In 04 0 411100 DETAIL *N" PLAN fRi1445 AND COYER NOT SHpWNI SSE MClTE ! IA ��r MANHOLE DAME! CONCRETE RINGS ANCi COYER PER PER 1ITl3. PLAN, 324 STI?. PLM 630 OMIT TH 1 # STEP r� SOLE IN PAYED STREETS ISHAFT 223 MM Ci: PER STI}. 440 nm ( S') FONR PLAN 'J24 PAVED S'�tREE'1'3. ; Ism (31 -001 857 MMIg'RE'!. � STREETS FOR �* UN- PAVED S't'RfiETS IES sm 1 50 mm (lli'atE') PIAS SEA'S ' ROUND ED1le t1PTIt1NAC.60Ti`CtM-'' I SECTION B -S i STREET OR TO TSf3'1R tA -IIID - OF SPUR S .-ISO mm (S'} ,. Mix. tc -- ALL 6TEE1. REIN, 1 S► IDG In 04 0 411100 DETAIL *N" PLAN fRi1445 AND COYER NOT SHpWNI SSE MClTE ! IA ��r MANHOLE DAME! CONCRETE RINGS ANCi COYER PER PER 1ITl3. PLAN, 324 STI?. PLM 630 OMIT TH 1 # STEP r� SOLE IN PAYED STREETS ISHAFT 223 MM Ci: PER STI}. 440 nm ( S') FONR PLAN 'J24 PAVED S'�tREE'1'3. ; Ism (31 -001 857 MMIg'RE'!. � STREETS FOR �* UN- PAVED S't'RfiETS IES sm 1 50 mm (lli'atE') PIAS SEA'S ' ROUND ED1le t1PTIt1NAC.60Ti`CtM-'' I SECTION B -S a F OF !MEETS ROUND CDiC#ES fATION T THIS STEPS 450 m E'A TO BE R13UMXffn D n EIC#"1 75 f# 4 d8'1 1200 MM 1� 3. TAB Of VALUES F41R M C-SBE U NOTE li 11<1rT14N PA &MPAVIM S T N -0 unq 217' am EB I/2' 4 mm 16• int 111'1 AMERICAN PUBL101NORKS ASSOCIATION - SOUTHERN QALII:ORNIA CHAPTER PALli�ltIL011TE�i8'Y'T!� MAfil�l�0�.. PIPE T �+1�E ONE MOW RIM BGTI� sTA N�� Lala MAI UNE ID'S 825mm (33" OR SMALLER 321-1 RE'. I`�' USE WITH �rrAN�a 1IIN'I1�►TIVI'NI�I FOR PUBLIC 1illt�IRlt1# cON�s�rRlrc»orl SHEET I OF NOTE � L WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 1367 mm 12* -10 If20) FOR PAVED STREETS OR IOSO mm 13#-G') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C'C AND DETAIL "'N*. DEPTH lMA hIFA'T BE REDUCED TO AN ABSOLUTE LIMIT OF ISO mrlu iS'y WHEN LARGER VALUES OF IIA WOULD REDUCE H IN SECTION C -C T13 10$0 mm (3'-60) OR LESS, 21'. H (Ihl SECTION A -A AND 8-8) SHALL NOT BE LESS THAN 1.2 nl {41.-01% BUT MAY BE INCREASEO PROVIDED THAT THE VALUE OF 3. M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H { I N SECTION C -C) SEE MOTE I. L SHALL BE 1.2 111 (4'-0') UNLESS OTHERWISE SHOWN, L MAY $E IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE INLL3IATION OF THE SPUR MUST BE APPROVED 8'Y THE ENGINEER. 4. T SHALL BE 200 I1'NI'1 (>B") FOR 'VALUES O1< H UP TO AND INCLUDING 2.4 m ($1-04) AND 250 # (100) FOR VALUES OF H OVER 2,4 I'I'1 (8'-0*). S. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFI TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3, S. REINFORCEMENT SHALL CONFORM TO ASTM A SISM, GRADE 300EASTM A +SIS. GRADE 40i, AND SHALL TERMINATE 40 mm (l 1!2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7, FLOOR OF MANHOLE SHALL BE STEEL TRaVItEI,.ED TO SPRING LIME. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT iNITF# A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. B, THICKNESS OF THE DECK SHALL MARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 204 mrrl (,B"). I!D. STEPS SHALL CONFORM TO STANDARD KLAN $35 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL 8E UNIFORMLY BRACED 330 mm {140} TO 375 mr11 {159 OC. THE LOWEST STEP SMALL NOT BE MORE THAN 604 aura (241) ABCiiIE THE LEDGE AT THE SIDE OF THE MANHOLE. AERICM PUBLIC WOR" AlSC{►4TIt7N - SOUTRI CALn ANIt►LE PIP TO PIPE (ONE OR SGT ID'S 826mm (33-9 OR BA4 CHA"ER STMN IN SINE mom 321-1 $NiEEi 2 OF 3 SECTION A -A STATION LINE 204 MM !S'-08 AERICM PUBLIC WOR" AlSC{►4TIt7N - SOUTRI CALn ANIt►LE PIP TO PIPE (ONE OR SGT ID'S 826mm (33-9 OR BA4 CHA"ER STMN IN SINE mom 321-1 $NiEEi 2 OF 3 SECTION A -A STATION LINE 204 MM !S'-08