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HomeMy WebLinkAbout3513-6sWL 14!z ..fE t otAL ill cotstrr ROl11C 'TOTAL Ito. 5.•- is P1po lolnt ' �----------------L� , _ (A�• i e c `--1-•7-Coxor thr knead %s"0 Polls in trrodtot �- Grind 01 exposed carriers t 1 I a" Wn 'A- Rectus liJ ' 1 � TOQL' Ctrl � •-- �y j L V ° 6"x'/{• x 0'-6" t washer t i 04 Hoop • with V3• hob Jul 1, 1942 .LL_arl t t e ° • i } -Ladder 1 1 - 04 0 12' o P,po Crarn er"' , I j o &rackets 0 !0' Gtrs Max z c !! -'-Bond Bond up p!pa I -4 i 4 1!2"xt/4' bont plate Pipe joint Rltor t fongitu dInd rolnforcemont n _____ JI j RCP only `o •q C / e -- f i Pipe Drain 6" }is"e hob In brockot 1 I and roll for tYz • bolts 1 ' SECTION A -A -�� N Min TopPLAN Rlsor Color Top �z'•GOP f i 2 -Boles 513tiod Lodoor -� 3' -0' • o [ a rt,•'xr' for _ RCP Rlsor Colts • Rltser Collor Proee•t or 0105 �'"D for Thickness � J._0,• 5/ Rtaeran-or o -f %7H bolts Collar Tnicknoss r e' Min Rails LADDER Rafts ---�- °.. 5-P- PLATE ■4 'fO°p 2 Cut and bona % x x 0'=A" _ 94 c o 6 _sea Note 4 up oil pipe PLAN relnf 10" Min 00 0 •4 a 12' d ' RCP cnly ?- r'0 Pdoa =°P 4�rlwr 36" CSP Rigor See Note 5 6' ' �Ratnforcanent and a Bolt e dimonatons not shown "xy4"x0•-2• sunt for tc trios° v'i'a $ted rungs, 9otywashert' tYGfor RCP riser or r'A stool run9a3oocr%'ts'Ste Note 5 - ' rs•o ►+oto 1t H(See Note V n'- 8" Wn �■ 30" Mtn tr D/2 ----- \ whfchovor is greeter � O.IJB'• Galy Ladder = L 4"x4'•x3(,••xl'-e•' �� _- RCP Drain metal bond `-CSP Rlsor io° Nnta LADDER CONNECTION TO RISER �dter _ Anglo stege requires than RCP Drain Old (Sao Note 6) 5 WITH 36" PRECAST RISERS fill with oras _ LADDER DETAILS L ° or pO`t, -�'� . Oatta.3 WITH 36" RCP RISER Tod 3" -'� I•- See Notes 2,3 and 7 �i m L_ Trip 76"e CSP nano s, enirxno.• • __J ,r 36 CSP R1 oar as riser 3/8" rlvota, spot '�• r� weld Or tackwaiC a 12" Ilax c -c `L 4"x411x:'•x r -s" cnglo atop: required when DTc mornt5oe Note at6)t? a'V' °Soo r' _ ° - 1 L s'xZ'/i'x%" WITH 36" CSP RISER 1 Ootcil A - ~ = DETAIL A\OR J boltsa Cp1y NOT STRUCTURAL CORRUGATED STEEL E LATEPPIEDRAIN Cut CSP to Total 4 ES � i \ r curve of RCP I. Golvinizingt Soo Standard Speclficotlbna or Special Provisions. Soo Moto 5 r See )Rote 5.1 , droln �� 2. Ladder maybe constructed In one length at controctore option on RCP rleors. Olor > Ono 3. On CSP rhea,• coact loader aplice plate so joint cc cr.Vroes 112". • J� orCC soot dimensions notinin t morn 4• Ladder splice plot° to be connected with 1/2" Old, bolts with double tuts. 3 similar to those 5. POy limit for 36" rtsors to conterllno of c-cas pipe, for 6. Where GVo steps ore reQuirod, the kwest RCP r(aer angle shop not be testa -hon 12 Inches above the flowliru Of the dreln. The Ctetonco bstwoon cnofp stood and Roinforcoment and batweon the uppm moat Cng(t stop and the foNost rung of the ladd3r aho9 hot exceed 4 Inehoe. Power arivan fan toner%oQutvolent to tno t/1'"belts shown,moy be used for a miler to not enaxn for flxl { a for lar i thooe RCF Drain 7. Install ladder 5oanthat trio hlghoaterunga s nat morethan0 Inches bolos the tap for RCP riser �� RCP Drotn of the riser. WITH 36" CSP RiSER STATE WITH 36" CSP RISER o- CALIFORtok ALTERNATIVE COLLAR DETAIL D-PAR7WENT O TRANSPOFTATIou REINFORCED CONCRETE PIPE DRAIN PIPE RISER CONNECTIONS NO SCALE D93A -C MAIN CONSTRUCTION JOINT LINE RCB IOM'O 450 mm T R, (@4 O 181) OC I F BARS 4L LATERAL / i E T CONNECTOR PIPE I E c F BARS T 4 '`� 154 0 B'j in ^ - -- - W BARS SEE NOTE 3 �� BOTH WAYS TO BE USED WHEN trim ROUND EDGE TO iG h (60•) IN00 R MORE 75 mm (31 R I OM 0 4SO STATION POINT. 1e3 OR •4 SEE NOTE 2 018'1 OC SECTION G -G zt Ici I /I � I /x ROUND EDGES TO B T m APPROXIMATE R EE E OF ID OF LATERAL WITH A MAXIMUM to to 1 OF 1.0 m (3'-01) x % f r r- '_^ I D 8 EBARS w m o � a D. E.HaGBARS 30o m on 130 mm 151 0 373 alai (151) 130 mm (511 450 m (11.1 130 item (51) �e ' I 325 alae 1211 130 mm (51) 600 M (241 HO sal 13 V49 � ' CONSTRUCTION JOINT 05 = l2rl 140 alai l5 VYl 3 PLAN 750 hal. (309 160 mm (6.) 625 hes 1331 1160 vis (6 114.1 in 975 sts (36.1 1 IM = a 1121 0 NEW OR 990 et- (39.1 iao mm IT*) - E EXISTING RCB. SEE NOTE 6 1050 alta (42') 190 = 17 t/2'1 W BARS 1125 tee (45.1 200 ale 17 3/4 u 0 1220 al- (481) 210 mm (8.1 D BARS .o ANY STANDARD 1275 m (519 220"16 V29 F BARS PIPE JOINT 1350 m (54.1 230 mm (91 2-H BARS 100 mm 1500 m (Sr) 240 = (9 Vill (4•) OC, SEE NOTE 3 1500 s (60.1 240 = R VrI ROUN_ 1650 m (63'1 260 m Ml 0 EDGES O 450 m P 1660 els 1669 260 =11O V4 " „� I ((3 OR -4 CO 1600 al- (69'1 210 = 00 3/4 6 ELEV. S. O 18') OC ELEV. R. SEE NOTE 8 1650 m (72.1 260 ewe (II-) SEE NOTE 8 E BARS1250 1950 r lT6'I 300 = 1113/41 - 2-G BARS 100 mm 2100 els (841) 320 ale 112 I/rl (41 OC. SEE NOTE 3 0. ';''o: 2400 sm (909 340 = 03 V41 0 2440 m 1i64 360 Its (1411 '. ; UNDISTURBED EARTH 2550 m 00211400 m 03 I/2.1 'a BACKFILL WITH 265 �Kg-C-14 MPa 2700 m 008. 410 tetW 116.1 M1 on --� (450-C-2000) MIX CONCRETE. OR 3000 hh- (649 420 ale (K V29 - COMPACT SOIL TO RELATIVE DENSITY 3050 s 0209 430 lee lir) i REQUIRED BY SPECIFICATIONS. BACKFILL to MAY BE OMITTED IF STRUCTURE IS LAID 3130 =(1269 430 alt. rlr) N c ON UNDISTURBED EARTH TO STORM 3300 ra U32'1 450 = 117 VY) ~t SECTION Z - Z DRAIN WALL. 34so ter 0369 450 = 07 I/rI O 3600 sal 044.1 460 - 111'1 .+ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN ETRIC 333 - 1 JUNCTION STRUCTURE - PIPE TO RCB STANDARD PLAN PROMULGATED BY THE PUS= VWxt1CSSTANDARMINC., JUNCTION STRUCTURE - PIPE TO RCB "'ETR1C GXEEN900KC0MW7TEE 2/2/0 333-1tn4 2 Soektel to S, dare FL or os throated by ttm E1tl bmw REV. 1111111118 SHEET t OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTION •OF.CENTER LINES .OF. MAIN .LINE AND -LATERALS. -EXCEPT THAT - STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300. (ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2.) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm 029 OR LESS BELOW SOFFIT OF MAiN LINE. AND OMIT G BARS WHEN INVERT OF SPUR IS 300 mm (121 OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL -TROWELED TO THE SPRING LINE. 6, WHEN CONNECTING TO EXISTING RCB. BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PROJECT. DRAWINGS. 7. EMBEDMENT. P. SHALL BE 130 mm (50) FOR B = 2400 mm (96') OR LESS 200 mm (81 FOR B OVER 2400 mm (96'). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (6') BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL -BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET OPENING FALLS MORE THAN 150 mm (61 BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 600 mm (241 OR LESS IN DIAMETER SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 675 mm (27.1 OR LARGER IN DIAMETER SHALL BE NO MORE THAN 450 mm (181 ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (501 IN LENGTH SHALL NOT BE MORE THAN 1.5 m (5') ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 30e b. TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE iS LESS THAN 180 mm (71 ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. 1F METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUMERN CALIFORNIA CHAPTER STANDARD PLAN ETRIC 333 - 1 JUNCTION STRUCTURE - PIPE TO RCB DATE ENGR. SHEET 2 OF l Rfco go O IaRAhr�N F I° Q ami 1711 71 0 Nvelopment Resource Conultu* lie. M Civil Engineering - Land Surveying - Land Planning DIAL TWO WORKING DRC 8175 EAST KAISER BOULEVARD BEFORE DAYS BEFORE r i ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG © TOLL FREE 1-800-227-2600 Cj A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Q,AAITOy�, a No. 45715 ExP.12-31-06 VA OF ,(°. ON BM*fn to 5' cbm FL or ai dWfttsO '01 rte Eng=tl Existing neo0tlos ExOsfflp tteadtnhl 4-% "x i2" Anchor baits BsrW out to = an 52'/4^bait C&N* EIt0ft p0s 2"x6-Coard 9roPsrb ��� fltl dtfi oatarete fes' N Furs+mo ape wt or burn -,,o, 14 h 1 _ _ I -- t --1-- a � t t 3'•6" IO i R II wM aotnnts DETAIL A ,Unction box REV. 2 Xn- bowel properly Dr DATE ENGR. CITY PLAN 1 PLAN 2/2/0 2 Soektel to S, dare FL or os throated by ttm E1tl bmw 2/19/0 H ' H Omp d�prt� Me fotrotsdr isatFon of r •keel 3 Ckm dabps rts rock cato u werforated McKan Of rioter 5/04/0 ' 83 rrm 13'1 kill Ir of 4w, CLP RCB UNE C & LAT C-13. REVISED UNE A ALIGNMENT Sas Well A I Sw Dotal I A REALIGN RCB AND DELETED LAT. A-15 Spotweld each past 4 aloes; � 4 REVISED AUGNMENT OF UNE A tFetA u¢ -11 > r eQha cavl-r Kr,Nats.rt dA1tO ler potr»a around at�atr eoo,atoogieratem e > - `A 32- res SPOCW g. r dtwrnal ray Sfenaord 41" GTP 90- Typ .,r Correct reforMfQ 13"x 3"Ityr' or�{ ta=ckflekied tato 4rcup - �- d ->r r 912 watt C -C „twelldiscl LUt Or burn PIPs It ,.+ conk b filset 5 -■4{59^' •vr SECTION A -A CMP RISER AM .UNCTION 8011 TYPE A 4111111111 Elftfing W 11 *0 Concrete fillet SECTION B -B CMP RISER TYPE B CONNECTOR PIPE „ N~ IOM0450 mm 03 OR 040181, OC ROUND EDGES TO RADIUS OF APPROXIMATE ID OF LATERAL MAXIMUMS 900 mm (36 AABBARS (gO EDGES TOTi3mm 3.1R I p ! E MAIN LINE NOTE 8 I P I NisN TABL I FOR DIMENSIONS I AND BAR SIZES m H .♦ STATION 02 F 0 In STATIONJ N' M IOM g� (NOTE 41. a OR OR m m STATION PT. D BARS m"aPLAN B T 0 ¢o a IOM (e3 (mm) (INCHESI (mod (INCHES) 0 0 BARS OR 04) 300 1 12 IID 1 4 k)0 373 Is 110 41/4 .- 450 IB 120 4 1/2 O g I 525 21 130 S ,n I I EL V. V. 600 24 140 5 1/4 `- I I STA. I 673 27 140 51/2 750 1 30 160 1 6 ,n 0 i di5 33 160 6 I/4 900 36 170 6 1/2 ,n 975 39 too 7 - '- 1050 42 190 71/2 15M0450 mm (044111e1 OC. 1125 45 200 7 3/4 BOTH WAYS, TO BE USED WHEN 1200 48 No e c o n D2 IS 1500 mm 16D9 OR MORE 1273 sl 220 61/2 - -.p = LONGITUDINAL SECTION 1330 54 230 9 n 1425 37 240 9 1/4 D BARS IOU (43 1500 so 250 9 1/2 E E A BARS i OR •4) 1575 63 260 10E F BARS \t 1630 66 260 IC 1/4 x 1725 69 280 p- 10 3/4 7 f 1800 72 280 11 a n 10MO450 mm I 1950 78 300 II 3/4 m ••� (43 OR 04 B BARS 2100 84 320 121/2 O 181) OC I 2250 90 340 13 1/4 luELEV. R ELEV. S 2400 Be 360 14 ._ I 2550 102 400 151/2 ' 2700 106 410 16 O r F - 2e50 114 420 16 t/2 E E 15MO450 mm (04019•) OC. �- 3000 120 440 17 E E EE BOTH WAYS. TO BE USED 3150 126 440 1 17 ti a of W EIINfORE S 1500 mm (60.1 az 3500 1 132 460 1 IT 1/2 a MAIN LINE 3450 136 450 17 1/2 to 3 3600 1 144 460 1 is " N SECTION N' -N18 -N"` PROJECTED ON M -M -N - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P140MULGAM BY TIC TRANSITION STRUCTURE � M� C `"" R1B-'C VA30MM V"DARDS RrC . �1E Im PIPE TO PIPE 340-1 M two USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET t OF 2 - 8 AS BUILT �r 07/21/06r-� 7 REVISED LAT. & CB #C-14 11/02/04 -- w REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 1 PLAN CHECK ISSUE 2/2/0 2 PLAN CHECK ISSUE 2/19/0 H ' H \\ 3 REVISED SIZE OF RCB UNE C AND AUGNMENTS OF 5/04/0 ' 83 rrm 13'1 kill Ir of 4w, CLP RCB UNE C & LAT C-13. REVISED UNE A ALIGNMENT I A REALIGN RCB AND DELETED LAT. A-15 Spotweld each past 4 aloes; � 4 REVISED AUGNMENT OF UNE A 5/19/0 r eQha cavl-r 5 REVISED AUGNMENT OF UNE A 6/4/04-""`w"`- IGolverizold ;feeler aliminu t0 /6\ REVISED LAT. C-2 AND C-14 6/30/ f ' FOUND EDGE E><tsft 0 6 pbw Or Vow ata - - t -Top bars acme as posts, TOP ViEW spollol to and posts both elese METE C 331 Wiweld soot past 4 010 - -2 ARC -4. SEE NCTE 2 •" SHccT i 0' 2 H ' H \\ ' 83 rrm 13'1 kill Ir of 4w, CLP I .4` 'LATERAL; cryr2EcroP• PIPE Spotweld each past 4 aloes; � r eQha cavl-r FRONT VIEW H ■ 22 Posts- V or Wkfttto Low 2" plea or L2-x2"xV6^ IGolverizold ;feeler aliminu t0 DEBRIS RACK CAGE a, STATE OF CALIFORNIA OEYARTit>ENT OF TRANSPOUA700 PIPE RISER WiTH DEBRIS RACK CAGE NO SCALE 093C NOTZS 1• THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. 6, SHALL NOT EXCEED 5'45'. 2. VALUES FOR A, B. C. DI AND D2 ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN REOU+RED BY NOTE 10. 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615), GRADE 300(40). AND SHALL TERMINATE 40 mm (1 1/2') CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL BARS SHALL BE IOM 4 450 mm (03 OR e4 0 188) OC OR LESS. 5. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT LONGITUDINAL KEYWAY. 7. 'EHE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS. LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE. UNLESS -OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 9. WHEN THERE IS NO SPUP• REQUIRED. A £i B BARS SHALL 3E OMITTED. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT DRAWINGS, INLET PIPE SHALL ENTER MAiN LINE RADIALLY. WHEN INLET PIPE ENTERS MAiN LINE OTHER THAN RADIAL Y ELEVATION ION 5 SHALL BE SHOWN CN PRO.ECT DRAWINGS, AND INLET PIPE SHALL BE LAiD ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN OR GRADE BREAK iN INLET LiN'E_ ELEVATION R SHALL BE SHOWN ON PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN LINE FOR FUTURE CONS RUCTION OF :NLET PIPE. 11. THE MAXIMUM COVER ABOVE TrI!S STRUCTURE S�{RLL BE 7,5 m (251. !F THE COVER EXCEEDS 7.5 m ;25') A SPECIAL STRUCTURE SHALL BE DESiGNED FOR THE COVER AND CETAiLEO ON THE PROJECT DRAWINGS, 12. DIMENSIONS SHOWN ON THiS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SiZES, IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN TRANSITION STRUCTURE METRIC PIPE TO PiPE 340 - 1 SkcS":GF2 I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL QRpFEss/p�,, �� E MITCyF. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q N No. 45715 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12-31-06 �q�, CIV 1L BRING THEM INTO CONFORMANCE WITH CONDITIONS AND FoF Vj\_ STANDARDS IN EFFECT. SPUP.-1J!d O 450 mm 607-�r_124.1 147 , i5 ,' 1 ,\ 1.3 OP, .4 0 le -1 E'S ram 1?7�) !4D .rrt 1S 'i c' 1 OC `iE EAR TSC twn (30'1 !,o ma I5'S RF1lJFCRC;):G STEEL I \` ' f BARS 151.1 0 150 mm tZ3'1 17C m^, ib tli ; i 900 mm 136'1 I'IG rtr., to I/2'i 37 rnm t3') i.11t,, t�-��-r E °'S 1r. f3° ? :BO ma, 1.?-) l SPRING E ;. 1 LINF. 1 \�t A / o�^ I 130 rrm (5'1 ff c /-TIE HAAS i tr ROUNC; 1- 4 fir.. EDGES �t t-C,�BAi25 t5M (.5) rr-ELEV. R 1 F.LEv.IS-.t / /1 0 13C OC mn (3.1 __-� T7lT\`� ___.0 5 :RS \'--F J3.ARS 15M (•51 \ r 0 75 mm CC i UNDISTUP.4E0 ``� I CONCRETE Cr>;DLE, EARTH 265-C-14 t450 -C-2000). ! SEE NOTE 9 SECTION Z -Z SECTION II -V AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ~�^ ,�o �,:F,V'rT�= JUNCTION STRUCTURE -PIPE TO PIPE INLET' ST?_VDnF7F1t! •C i.(SiN GE? j METE C 331 R!'INFC)t3CECEG kONONG'L'THIC 1 -2 ARC -4. SEE NCTE 2 •" SHccT i 0' 2 H ' H \\ ' 83 rrm 13'1 kill I I .4` 'LATERAL; cryr2EcroP• PIPE � ti, I I a, f ' FOUND EDGE �• F I_•_`.'A 1? SS rrrr % X q t•4 0 5 ; OC t- c -- -- `, 101A 4tC mm (43 OR 04 4 101) MIU Vt.1 Y a we W0 OC T;E BARS ' zi w t/1 �, I G r At.a F SAPS U: n I 1 `� I.,M 0 75 rrm (,R O 3') OC. ` 1 SEE 1`12Tc B `• j It - --- J POINT STA. TABLE l� II'r' 1 i II IID CO!+vEGTOR PIPE mm SEE NOTE 3 v ,LLIES : OR T _` 131 MIN. u STA, POINT B T LATERAL PLAN SEE NOTE 3 3CC t„•t {t2'; 13C rn t9') (S75 mm (:5•) . 13C r.. r t5': LS7 ,r 1t5') 1.13.^, ^m`•ts',- �25 m 133 nm t_`• SPUP.-1J!d O 450 mm 607-�r_124.1 147 , i5 ,' 1 ,\ 1.3 OP, .4 0 le -1 E'S ram 1?7�) !4D .rrt 1S 'i c' 1 OC `iE EAR TSC twn (30'1 !,o ma I5'S RF1lJFCRC;):G STEEL I \` ' f BARS 151.1 0 150 mm tZ3'1 17C m^, ib tli ; i 900 mm 136'1 I'IG rtr., to I/2'i 37 rnm t3') i.11t,, t�-��-r E °'S 1r. f3° ? :BO ma, 1.?-) l SPRING E ;. 1 LINF. 1 \�t A / o�^ I 130 rrm (5'1 ff c /-TIE HAAS i tr ROUNC; 1- 4 fir.. EDGES �t t-C,�BAi25 t5M (.5) rr-ELEV. R 1 F.LEv.IS-.t / /1 0 13C OC mn (3.1 __-� T7lT\`� ___.0 5 :RS \'--F J3.ARS 15M (•51 \ r 0 75 mm CC i UNDISTUP.4E0 ``� I CONCRETE Cr>;DLE, EARTH 265-C-14 t450 -C-2000). ! SEE NOTE 9 SECTION Z -Z SECTION II -V AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ~�^ ,�o �,:F,V'rT�= JUNCTION STRUCTURE -PIPE TO PIPE INLET' ST?_VDnF7F1t! p ezc v,oar ; stv:e.40s itis, tr;ilx:x ct:.Ibi^EL ID > 600 mm (24t) OR OD > 1/2 MAIN LINE ID METE C 331 •::.N1=!• IV" -2 REV 10,;d USE WITN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONGTHUCTi.7h •" SHccT i 0' 2 NG TES - - . . ................... i I. THiS JUNCTION ST:�UC•iURE SHALL BE USED WHEN THE OUTS CE DIAMETER OF THE LATERAL IS GREATER THA!: 1/2 THE lin:SIC)E DIAMETER Dpi' THE MAirJ TING "'R Y;HEN THE INSIDE- DIAMETER B OF THE LATEPAL iS GREATER 71 -JAN 6OG m.•n ;24'). B .SHALL NOT EXCE.G .?5 D OR S75 mm (391), 1= THE &41N LINE IS A REIN-O)RCE! MONOLITHIC AHCl-: STORrr DRAIN, D SHALL REFER 'TO THC C:.EA:R SIMAN OF TH.' f`EL SH1;L_ 5c CLIT AND ;F.•:) INTO THE JUNCTION STRUCTUP,c IN RF;h:FQF?C1ITHE S5A MA':NER AS FOR A PIPE, A CONCRETE CRADLE IS NOT REQUIRED FOR RE'NCOFICED MONOLITHIC ARCH. 3. STATICNs S OWN ON -HE PPOJECT DRAWINGS FOR LATERA --S AmPLY AT THE INTERSECTICN p= CENTER LINES OF MA:N 1.!NE A D LATERAL. STA710r4S SHO N 1:P=L ON T.-iE PROJECT DRAWiNGZ, FOP CATCH F.ASI`J CONNECTOR PI-cS AT TI,E 1`,TERSECT'ON CF THE INSIDE VIALL OF THE N'AIN LINE V11.1 -H T HPiF'E CENTER ER LINE, 4, VALUES COR A, 8.'C ANC r SHA.L_ 8E S-IOWN ON THE PROJECT DPAW1,`4G11;. ` E_E'I'AT! jN R AND ELEV'1:.T.ON S SHALL BE 51O10Wh1 O!JLY WHEN RECUIR= D PER NC'T= _ I 5. o. ELEVATIomaj R AND S NEED NCT BE SHOWN ON THE PROJECT CR4161:N':5 IF THE i`JLE' P1?r' S TO ENTEP, +HE MAIN LIN` RADIALLY.b FLEVA,TIO„ P, SHAL_ of SHO'NN ON THE PROJECT DRAWiN,;S ONLY 'F A J STU" IS 0 EE PROVIDED 'N THE MAIN _INE FOR F1' 7 URF CQN`:EC " f OF AN., INLET PIPE. iC11 c. E:LEVATIOM S Si --ALL BE SHOWN.' ON THE PROJECT GP.AWIrJGS IF N INLC- j PIPE 15 TO CNTER THS MAIN LINE OT -ER I HAP. P.ADIAL'_Y. :NLET PIPE I SHALL BE LAID ON A STRAIGH- GRADE FR ---1,l CL EVAI ION S TO TH= ! Ca'CH BASIN CR n -RADE BREAK IN LUN E. THE INLET PIPE 5HALL ENTER THE MAIN L!NE I RADIALLY UNLESS TIi " INDICATED. TI,E INLE- PI=E MAY ENTER TFt= ,MAIN 4 0 �t,4,I:j_ i RA� IAL_Y IF ANGLE A IS GPEATER TI-AFi rr.o L "E OTHER Tt-Ar, COG mm ,24') FIND -HE C,UTS;DF '-'14.{E`EP, '-F- 4 S LESS TFi,"M CR =0',; 1�. ITo A .5 D: OTtIcRWISt. ET;,"n�,(:L) PLAT, 34{) SHA H_ INLET PIP_ 15 LE 5 TNhI LL 8E US_ NO MODE THAN t'iI' `:PENN ,,-:,HA--' EE MrjCF ihI A11 Y . NF _E -_TION CF PIPE I THE oENING FOR THE Br�._- AKC'UT SH.'LL I =E RECTANG_Il_AK P -NC CUT ';0R;s LL 1 (C THC PIPE SU�FAr_F V/ITS-i0U7, D�,MA: ING 7-1= TRAN�YE;SE REiIJFO= r_._1.1,NT REI�:FCP,C:r.G S FEEL. -H= 1 CENTEP, OF -H= n CF ' -t MAI _INE SHALL �E CIU- A- THF =H_ PENING Ar,D g_NT HTC THE TCP ,:Ni: Er TT•CF,: (AEiE 0: c SPI:R. `.•1 T!1 '\ CO`'CRETE CFA :LE A1JC) Cfr ASErAEr1T (f.,; :r�pLlrap_=;, A (01'1'CRET= rNCASErr=N-- IS RECUIM-D IF i JOIN F 'N THE r.?: Ir. -INC FALLS 1'/ T:lir, TH_ -IMITS OF THE C?AC)I H� I r_p`.CF2ETE ENCdSCIMENI Si-a_L EXTEND 300 rrin (.2') QBOV" THE C? --,F'F -HF 1 MAIN L:N= ANE' T_) THE LI`AIT,r, OF THE CRA�;LE. - 1 I` NE iI`JG TCRN. !-X':z'l(•IG STOR`;1 DRAI`.. =OF.-�r,NCF C,:'�-r'L CP?0`' E NLE- Nwy' EE CMITTEDCONFi:RIM T_ -� GRADE lC! :,r1C ^ EC , , 1 �1 a 6I F.1. CRADc 3CU, UN ,EtiS OTI ER?v IEE ;! ACtE .F 0 aR ^)1,,`) CLEt,P =R? ,Nj COr•1C.:�E i E =UEIF THAN r ' SHALL _ h?F. CARE ZD 17 A POIrJ- ',(1 1 1 E r JI ivCE F -Or,' l:=FlirP, LINE Vel TH 70%.?_ + '50 MM S i i. FTN - ? p_=F 1 HE Sr U 4_L BE r _EF[_-TROWEL=G F _ T -.E 5Pn!N,^_ L NE i I !-- D1!11EJ'Jt� SNS •ret=Q:A/!'J CN T1 ;E PIAN FOP. MET^1•;- A,N; E FACT EDI A; b,,LUES. IF r.'E 7 Fc C YaLU= 5 �P O'' = _C I ''JN SHALL CE h(Er rl _ VALUES.E LJ -D_ : L_ Vi.LUcS USEC = OR ExCEPT REI`:Fi.P,C.r1C E•.A1=;S SIZES IN =nGL �H _1NI7- r.iAY E SUEST-LITED FOR METRIC B'7- APs1�Es. IF ErIG._1 - �r,1rT; f j E bS__), AL; VALUES USED FOR CC) .STPI,CTIGN SHAL' E • ^ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER JUNCTION STRUCTURE -- PIPE TO PIPE INLET caacr2v .v � 1 i:C ID > 600 mm (24) OR OD> 1/2 MAiN LINE ID 337 r_ C. -IFF r ;Rall 3i129IL9:411 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS k.® DRAWN BY: SCALE: R.C.E. 45715 AT DE IL SKEET AS SHOWN EXP 12-31-06 DESIGNED 13Y;/T NO. 16235 DATE: JA 2/19/04.,. - Date 19 04Date CHECKED BY- APPR DRAWING NO G �+� -D6 V LMG CI EN NEER R.C.E. 51152 DATE: 351