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Home My WebLink About3277-7C14 3 -16111 J BAR$, 14 m Ll iS m (S-1 Or, CONTINUE F AD_DITIONAL BARS 150 mm (61 0, TO INSIDE EDGA OF MMHOLE 50 Imm t51% 21) PIPE SEAT �- 5-D OARS, "_ mm, (31) OC CONTINUE 150 mm Il OC 4�1�0114(06) E'sAR'SPIT SEE,NOTe 5 ioM 0 450 mm IsS OR 11,4 0 18") OC TIE BARS 4 A RouKD TO 15 mm (31) R 1 L2 gn OPTIONAL 0 1 IDE OPTIONAL,, PfLtli EDGE Qf�- TC SPUR /-u5o va w) BARS 900 ff ANY ST&NOARD (T-01 LOK PIPEJOINT 211MAD COVER �NOT ShOWft) �_EE -NOTE 2 A 6 B BARS --S TRE ET eTATItIM OT m I D i'm A nr t SHAFT 125 mm x 50 mm, 01 ji2l) PIPE SEAT 0 BARS D ROUND EDGES lip TO '75 rAm f 3 11 R P 700 m tLEVATiON 3 ATKIN ELEVATION ,LONGITUDINAL SECTION A LE ...................... ENGR. OF SPUR I if"*)- 7 mm L VKLMM , Sim 0 Tt mm PREPARED FOR: YOWG HOLMS 10370 TRADEMARK STREET RANCHOCUICAMONGA, Co. 91730 (909) 477-6715 ibgqb`mn_112�11M�IQA MIR, WITH A MAX MANHOLE FRAME Z= — 19=-1991i" 1144'1 mm 1* A gi� Of [650 tm ARD COVER PER I, Dg IF 13`61 STD. PLAIN C-30 Z 1`40' MANHOLE VALUES USED FOR CONSTRuCTION SHALL SEMETAIC VALUES. IF SHAFT PER SrO' BARS -PLAN ISNAFT NOT SHOIll PLAIN 324 rO //-TIE BARS IF MAHN 0j�t IS: A REINFORCED MONOLITHIC ARCH STORM ORAIN. STEPS F BARS !17 P TIE BARS7 SHALL. BE ENGLISH UNITS, 7 0C TIE, SAR6 MAY, 2003 CHECKED B 125 mm % 5 0 m SMALL, BE CUT AND BENT INTO THE JUNCTION STIRLICTURE IN THE SAME L4C �T_j � -E .4.ND r &ARs, MANNER AS rOR A PIPE. A CONCRETE CRADLE IS NOT REOLIVIRED FOR A 5-1-02 -5 A \� REINFORCED MONOuTH.11111: ARCP., CASE I AND CASE 2 3� STATIONIS SHOWN ON THE PROJ�7CT DRAWINGS FOR LATERALS APPLY AT' TH E, PIPE,SEAT�� F -A BARS 125 win . (24")- THEN ANOtHER STANDARD STRUCTURE SHALL BE SIPEcIFIED, 'S,H2OWN ON THE PROJECT CIPAWINGS FOR, CATC�-[ 8ASIN CONNECTOR PIPES 2 1 Awl APPLY AT THE INTERSE.CTION OF THC INSIOF WALL OF THr MAJIN LI'NF1 10,11TH �2, IHE C E T E OUTSIDE DIAMETER OF' THE INLET' PIPE: 5HALL, NOT EX ED THE CONNECTOR PIPE CENTER LINE. ONE-HALF THE I.NSIDE DJAMETER OF THE MAIN LINE. R BARS VALUES FOR A, E. �:C AND 0 S�HALL BE S,HOWN ON THE PROJECT DRA,WINGs. 3� THE INLET PIPE sHALL.E:NTER THE MAIN LINE RADIALLY; IF' THE ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PEP. INIE7_PWE,, CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD 15M 0 450 mm �(o4 0 1161 1407t 5. �STRUCTURE SHALL BE SPEClFIED, OC BOTH WAYS, 1-0 BE SECTION G -G 15M 0 450 mm (0 a 181) ocl A -OWHEN 6 1$ 1500 nw USE BOTH WAYS, TO E USED If (60') OR MORE OUTSIDE DIAMETER OF THE, INLET PIPE PLUS 30 mm W) MINIMUM WHEN D2 IS 1500 (601� b. ELEVAT.I:ON::R SHALL BE' SHOVYN.ON THE.PROJECT DRAWINGS ONLY IF:A OR MORE I - — - ----- - - ----- STUS IS TO BE PROVIDED, IN THE MAIN LINE,FOR FUTURE CONNECTION SECTION N-M -P-0 r -CONCRETE R1140S PER OF AN INLET PIPE, OMIT THIS.STEP. IN STM PLAN 324 PAVED STREETS—, t25 ..... ,-,STREET GRADE IF LAID WITHIN THF MAIN LINE EXCAVA"I,'ED :TRENCH oR IF LAID ON H BAR -,X it 26 nm 5 1) Iw- R9NO SEAT 150 '"m 1 (819 400 m.m (141) r -OR PAVED STREETS, 650 mm 10.5-21 CATCH :SASIN OR GRADE BREAK IN LINE. +4 BAR BURN I OR CHIP END OF CONNECTOR PIPF FLUSH W1:TH INNER SURFACE FOR UNPAVEQ �5TREETS� THE INLET PIPE SHALL jENTER::THE MAIN LINE, IRAID(AL,LY UNLESS OTHERWISE PIPF OF MA IN L04t ROUND EDGE Or CONCPETt_.1 OR Q CP, VARIABLE TIE EAR I 5--j BARS RADIALL'Y IF ANGLE A �IS GREATER THAN 45".: 13 �IS LESS THAN OR FQUAL TO T. ---T'tE BARS 600 mm...(.2471 I_AND THE OUTSiOE DIAMETER OF THE INLET PIPE IS LESS THAN �__-J RAll �5 OTHERNYISE, STANOANO :PLAN 340 SHALL BE LISED, 8, —,ROUND ED(;ES TO 75 mm 09 A L j SECTION C -C 7� t SHAFT 125 mm x 50 mm, 01 ji2l) PIPE SEAT 0 BARS D ROUND EDGES lip TO '75 rAm f 3 11 R P 700 m tLEVATiON 3 ATKIN ELEVATION ,LONGITUDINAL SECTION A LE ...................... ENGR. CITY if"*)- 7 mm L VKLMM , Sim 0 Tt mm PREPARED FOR: YOWG HOLMS 10370 TRADEMARK STREET RANCHOCUICAMONGA, Co. 91730 (909) 477-6715 ibgqb`mn_112�11M�IQA MIR, _ ........ .... Z= — 19=-1991i" 1144'1 mm 1* A gi� ---------- �y u A VED S F R E SECTION _m4W ....... W76.. .Ejr;; =61irll rm, -T--: W M,77 1 kMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER' sT.Ammn, PL, NIEWC .MANHOLE PIPE TO PIPE (LARGE SIDE, INLET,) 322' i ZHEET,2 OF --------------- - ----- +:Ur 7717 7 3 7 7 �E div RU MC REP C, vj L r, Existing hea,�wav julty jF 4 22 irrim 0 x 330, mm Anchor f1w bolts on 1.33 -,m 1>01t cirr�ie 3e m Bond out 110._ 'T "j" ExTstlF%.1 pipe-, 194 Him board form ol If with COFzCret-e ExIstIne; pipe Cut or bur r n f V _9 - — ---- 7_ Ft 11 wltt) aoncrete DE TAIL A jwncflon ";lox 'Wil 184 rrm 50ard property braced .,N-OTES I , VALUES FOR A, S. C. Di. Oz. ELEVATION R AND ELEVATION 6 ARE SHOWN ON THE PROJECT DRAW.NGS, ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE, 2, WHEN DEPTH: MFROM S-TREET GRADE TO THE TOP OF THE BOX IS LESS T14AN $67 mm 121-110 1/2") FOR PAVED STREETS OR 1060 mm (3'-6*11 FOR U14PAVED STREETS. CONSTRUCT rMONOLITHIC SHAFT PER SECTION C -C AND DE. -TAIL *N' , SHAFlT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRU TED. PER SECTION l WHEN DIAMETER Di 15 12-100. rom (48*) OR LESS, CENTER OF SHAFTMAY BE LOCATED PER NOTE 13. 3, CENTER OFMANHOLESHAFT SHALL BE LOCATED OVER CENTER LINE OF WH STORM DRAIN .. EN DIAMETER 01 IS 1200 mm(48*) OR LESS� IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LI:NE, 4. LFN,GTH OF MANHOLE WAY BE: INCREASED AT OPTI N TO MEET' PIPE ENDS, BUT ANY IN LOCAT ON �OF SPUR MUST BE APPROVED BY THE ENGINEER. 5� P SHALL BE, 125 mm (5�) FOR: '21W2400 mm 196r,) OR LESr S AND 200 mm 181) FlO R D2 OVERr 240.0 MM (96'), 6� REINFORCEMENT rSHALL CONFORM TO ASTM A 615M. GRADE ZOO(ASTM A 615. GRADE 40), AND SHALL TERMINATE 40 mm C 1/2*11 CLEAR OF CONCRETE SUR- FACES UNLESS OTHERIll SHOVIK 7� rFLO" OF MANHOLE SHALL Dr STEEL TROWELED TO SPRING LINE. 8, BODY OF MANHOLE SHALL BE POURED IN ONE comriNUCIUS OPERATION EXCEPT THrAT A CONS,TRUCTI ON r j. INT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE, 9. THICIKNESS OF THE DECK.SHALL VARY 'i NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOTr BE LESS THAN T E TABULAR vALUtS OF H F SHOWN ON TABLE. �SH.. 1, 10. WrLATERALS ENTER' ON BOTH SIDES OF MANHOLE, SHAFT" SHALL BE LOCATED ON SIDE REC'ElIVING THE SMALLER LATERAL. IL STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636, UNLESS OTHERWISE SHOWNA 't"S 5"'LL 'BE UNIFORMLY SPACED 3,50 MM 0 4') T -0 3 75 MM'(15'rf OCI, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE INVERT 12, THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE! A. THIS STANDARD PLAN IS Ur $ED WHEN STANDARD PLAN 320 15 INADE- OLYATE. MAIN 900 Mm (361 INSIDE DIAMETER OR LARGER. LATERAL = '300 "jin (Ir,�_'O-j, I'D 36'00 m?" (144,) INSIDE DIAMETER, HOWEVF'R. THE INSJOE1 DIAMETER. SHALL NOT EXCEED THE INSIDE DIAMETER OF' THE MAIN LINE. -- ---------------------- - r1r ----------- - ---- AMERICAN PURLIC WORKS ASSOCIATION - SOUTHERN mwomm CHAPTIER STANUARD PLAN METRIC. MANHOLE PIPE TO PIPEr(LAR,GE SIDE INLET) 322-1 MAIN LINIE�ACP OR REIINItOPC,10 MONOLITHIC 6ET N07'r ir) IV m,�, (3's MIN N,� -7 R AL/ cmilcc PIPF� IW� 0 T5 men _j. 105 0 ,. I 0C PI AN PLAN SEE NO'TE 6 STA. POINT ............. TABLE OF SEE NOTE Z Back0l to 1-5 m abnve FL or as So m VALLIES F,'OR —mm (31) MIN, directed by -the ll Ciamp ciebris rack cago to Clam debris, rack Cage +0 TaLn -IN T T ur-p6rforated sectfcn Of visej- I uniporforated section of rlser LATf�R:A.L Dotal I A 3CE N' ... .... See Detal I A, 1' TT "'r "i'S A, N ?-Top bor 5 Some qs posts, ................... . lufs, at quarter 450 orim its'; t3 a mm 0", ZY) :mm S -1 posts bcth side's ------------- 10P VIEW $potloroid tIQ on 5, ilp, 4, mot 4:�vy '7�0m, around QIrcumforence, 0.8 41t row npoclng, si '41 otweld r6ach post 4 ptaoas > ,:-:250 mm Ii, slots.at quarter patr1+8 S P U 11 I:0m Q A 60.mm T160 ';7; 41 atiernote rows around circumference 0.8 m row 19 N OR *4 0 18"1 14 0 mm 0 1,, Z') to spacina, '5ta-1ger alterrzate rows 675 mm 12 7'1 140 m above. C BAR --- - -- 750 mm ..... ------ or .. — 8_ I I j - JI G BARS IrM 0 150 mm �f . .1-S-londard *00 CM'P FIEMF�',,RCING $TEEL— ,;I; mm mm ir- I -------- --- 0C, ected _j� CO.Mectlng ring L76 rice :x :7�- .. . ...... y +ne 5 m44 250 6�4 mm shop rryeted, 8potweidgo oi- mm x ov I N 9 Typ 4 . ..... ........ . Cut or burn pipe 0 e0o mm of 1200 trin Cmp 4`5 0 Im c; IcIckwelded to 1200 mm CmP 4 7T 0 0.3 m. max C -C P Grout 71C BARS 8'"r" SpotweId 6,xh Dosl 4 'Plade� �$_ - - -- , I - ...... ...... ttAp ............ Conc. 1, v S PO 0 8 4 R S 200 mrA Bond to, pler T4 HeT 5^3 0230 mm ------ T Existing 11w & p1pe FRONT VIEW F 8 AR S 15 M 1 5) �Xjiiflfjg Hill jpe ('150 rim. -4ox] ITSO mm max) :7� mef [Z-) OC H 22 Post$- 1,8 m ar 2.4 m lengths use 50 mm pipe or -m Mal Al iz L51mm x 51 mm x 4A rr I steel or CON1,RETE _Q- tTLE 00 ---- - - 2 evenly Concrete H spaced ....... SEE i q_ DEBRIS RACK CAGE: SECT ON Z-79- SECTION -M-M SECTION A�A, SECTION B-.8 STATE OF CALIFORNIA CMP RISER CMP RISER DEPORTMEW Of TRANSPORTATION PIPE RISER WITH AND JUNrTION BOX ------- DEBRIS RACK CAGE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TYPE 5 8, Nr )AHO P TYPE A NO SCALF JUNCTION STRUCTURE - PIPE TO PIPE INLET mLTalc ALL OIMENSfCNS ID>600mm.( )0R0D>1/2.MAIN.UNE1ID 3al - ARE IN MIL1,11METERS UNLESS:0THFRIVISE e�140m D93C 1WE, ---- — - USE WITH STAN DARD SPECt IONS FOR PUSLIC WOPKS CONSTRV,17nON ri-lut 1 (01, TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION R,Ccom'P MAwIldicr- DATE ENGR. CITY A\ I SHOULD CONSTIRUMOX OF REQUMM MHOVEIVEM NOT COMIMINCE WITIM TWO YFAIRS OF Tf= DATIE OF APPROVAL SHOWN HIUMON AIND CAEREW FORTH IN A DKISENT MAhMM THE C" FIVIOM-M MAY REQEWE IMNS101Z TO TfZ PLANS TO BIMIG TPMEN INTO C01`11FOERMCE WH PREPARED FOR: YOWG HOLMS 10370 TRADEMARK STREET RANCHOCUICAMONGA, Co. 91730 (909) 477-6715 QENERAL NOTE RQUNIO OGE 15 m 0 15 0 me� co 8253 Sierra Avenue Z �iF THE LAT I E I RAL IS GREATER THAN 112 THIP INSIDE OtAMETER 0 OF' THE I, DIMENS4ONS SH .1 OWN ON THIS PLAN POP METRIC AND ENGLI'SH WAITS CGR MAIN LINE; OR WHEN THE INSIDE 01AME"TER 6 OF THE LATERAL, IS GRZATER ST001 DFMI PLAN Z 1`40' lcw 0 4to moo VALUES USED FOR CONSTRuCTION SHALL SEMETAIC VALUES. IF or Exp. 6/30/05 (909) 356-1815 Fax (909) 356-1795 'THE (-03 014' -4 0 16-:1 IF MAHN 0j�t IS: A REINFORCED MONOLITHIC ARCH STORM ORAIN. JRR SHALL. BE ENGLISH UNITS, 7 0C TIE, SAR6 MAY, 2003 CHECKED B SMALL, BE CUT AND BENT INTO THE JUNCTION STIRLICTURE IN THE SAME L4C �T_j � -E .4.ND r &ARs, IW� 0 T5 men _j. 105 0 ,. I 0C PI AN PLAN SEE NO'TE 6 STA. POINT ............. TABLE OF SEE NOTE Z Back0l to 1-5 m abnve FL or as So m VALLIES F,'OR —mm (31) MIN, directed by -the ll Ciamp ciebris rack cago to Clam debris, rack Cage +0 TaLn -IN T T ur-p6rforated sectfcn Of visej- I uniporforated section of rlser LATf�R:A.L Dotal I A 3CE N' ... .... See Detal I A, 1' TT "'r "i'S A, N ?-Top bor 5 Some qs posts, ................... . lufs, at quarter 450 orim its'; t3 a mm 0", ZY) :mm S -1 posts bcth side's ------------- 10P VIEW $potloroid tIQ on 5, ilp, 4, mot 4:�vy '7�0m, around QIrcumforence, 0.8 41t row npoclng, si '41 otweld r6ach post 4 ptaoas > ,:-:250 mm Ii, slots.at quarter patr1+8 S P U 11 I:0m Q A 60.mm T160 ';7; 41 atiernote rows around circumference 0.8 m row 19 N OR *4 0 18"1 14 0 mm 0 1,, Z') to spacina, '5ta-1ger alterrzate rows 675 mm 12 7'1 140 m above. C BAR --- - -- 750 mm ..... ------ or .. — 8_ I I j - JI G BARS IrM 0 150 mm �f . .1-S-londard *00 CM'P FIEMF�',,RCING $TEEL— ,;I; mm mm ir- I -------- --- 0C, ected _j� CO.Mectlng ring L76 rice :x :7�- .. . ...... y +ne 5 m44 250 6�4 mm shop rryeted, 8potweidgo oi- mm x ov I N 9 Typ 4 . ..... ........ . Cut or burn pipe 0 e0o mm of 1200 trin Cmp 4`5 0 Im c; IcIckwelded to 1200 mm CmP 4 7T 0 0.3 m. max C -C P Grout 71C BARS 8'"r" SpotweId 6,xh Dosl 4 'Plade� �$_ - - -- , I - ...... ...... ttAp ............ Conc. 1, v S PO 0 8 4 R S 200 mrA Bond to, pler T4 HeT 5^3 0230 mm ------ T Existing 11w & p1pe FRONT VIEW F 8 AR S 15 M 1 5) �Xjiiflfjg Hill jpe ('150 rim. -4ox] ITSO mm max) :7� mef [Z-) OC H 22 Post$- 1,8 m ar 2.4 m lengths use 50 mm pipe or -m Mal Al iz L51mm x 51 mm x 4A rr I steel or CON1,RETE _Q- tTLE 00 ---- - - 2 evenly Concrete H spaced ....... SEE i q_ DEBRIS RACK CAGE: SECT ON Z-79- SECTION -M-M SECTION A�A, SECTION B-.8 STATE OF CALIFORNIA CMP RISER CMP RISER DEPORTMEW Of TRANSPORTATION PIPE RISER WITH AND JUNrTION BOX ------- DEBRIS RACK CAGE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER TYPE 5 8, Nr )AHO P TYPE A NO SCALF JUNCTION STRUCTURE - PIPE TO PIPE INLET mLTalc ALL OIMENSfCNS ID>600mm.( )0R0D>1/2.MAIN.UNE1ID 3al - ARE IN MIL1,11METERS UNLESS:0THFRIVISE e�140m D93C 1WE, ---- — - USE WITH STAN DARD SPECt IONS FOR PUSLIC WOPKS CONSTRV,17nON ri-lut 1 (01, TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION R,Ccom'P MAwIldicr- BEN00. AIM B.M. #361, SPIKE IN NORTH FACE OF P.P 11536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE ELEVATION: 1365.01 4L LATERAL/C0 NNEC'TOR PIPF,, r-CONC, PIPE_RCF OR CSP tXAi LINE' RCP Oa iL MAIN LINE A4P 13 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLEaS OTHERWISE SHOWN. M wm 11/71 MM v /--CLASS C MORTAR SEE NOTE A 14 MANHOLE SHAFT SHALL CONFORM: TO STANDARD PIL-AN:324 UN4,C$S OTHERWIZZ SHOWN. STA, PT� INLET P I PE: 15, WHERE A MANHOLE SHAFT - 900 mm (36') 'WITHOUT REDUCER 15 SEE NOTE, 6 SACKFILL WITH A 2155 Kt -C-14 Wo SPECIFIED REFER TO STANDARD PLAN 326. 4450- -200,0) CMNCRE'rE DIR 16, WHERE A PRESSURE MANHOLE SHArT - WITH ECCENTRIC REDUCER IS COMPAOT SOIL TO SPECIFIED REFER TO STANDARD PLAN 328, RELATI.VE DF_N$IT-f RECIVIREQ BY SPE IFICATIWNS� 17. WHERE A PRESSURE MANHOLIC SHAFT - 914 mm (361) WITHOUT IS UND1STURBED EARTH— SPECIFIED REFER TO. STANDARD PLAN 329� BEDDING, PER CASE I SPECIFJ CA'l I S. DIMENS . IONS SH . OWN I ON TH . IS . P I 'LAN F0 I R METRIC AND ENGLISH UNITS ARE PIZAN rASE I NOT EXACT EQUAL VALUES. If' METRIC VALUES ARE USED, ALL VALUES SECTION R -El USED FOR CONSTRUCTION SHALL BE METRIC VALUES., EXCEPT REINFORCING BAR SIZES INENGLISH. UNITS MAY BE SUBSTITUTED FOR -METRIC. BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL FOR OUTLET SEE SrO. BE ENGLISH UNITS. 0AfIN,l1l --CATCH FLOOR THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN,. 324 MANHOLE SHAFT - WITH E.CCENTR,IC. REDUCER 326 MANHOLE SHAFT - 900 MITI (36") WITHOUT REDUCER COINC, EISICASCMEIN-r. 4/7 00 MIN. 3, Z 6 SEE NOTE: 7 w - PRESSURE MANHOLE SHAFT - WITH ECCENTRIC Cojwc� PIPE 329: PRESSURE MANHOLE.�SHAFT - 914 mm (361 WITHOUT P BACKFiLL. o>� REDUCER H.Gf OR, CS 630, 610,6111� (?4-) MANHOLE FRAME AND COVER �633 914� il (561) MANHOLE FRAME AND COVER SEE NOTEr 63 5 STCCL STEP SEE 636 POLYPROPYLENE PLASTIC STEP CASE1 CA$f 2 SECTION C -C A, RWORT) nr)rTJMENT F E S's 70 SUIT' S, HA These Record Documents have bmn pmpared based -CLASS; C M,6*TAR on information provided by oth q� ers. The Design J Professional has not verified the accuracy and/or No, 4.3976 COmpleteness of t E.xp 0-30-09 his information and shall not be A responsible for any errors Or 0171lissions which may te4 herein as a result. be 4N, ELAN SECTI ON CASE 3 DATE SADDLE CONNECTION AM ERICAN PUBLI, C WORKS k9SOCIATION - SOUTHERN CALIFORmA CHA,PTr=R .ERICAN PUBLIC WORKS:ASSOCIATION.- $01UTHERN CALIFORNIA CHAPTER. SIT ANCIPAR 0 PLO Poc, . micr-A�Eli Fmc STAINOAkl) PL4N METRIC, JUNCTIONSTRUCTURIF - PIPE TO PIPE. MIETRX, PtU'ffi,!CV*ziK3',iTKNI)AKS X_ 3 �r_- (1WfFM=r1C0v110, EE MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 UMA ------------- ID < 600 MM (2411 32-1 MIEET 4 Qi` 4 1; m Z YWTH IRTANDARD 4Pr,,GJFIQ4TJ*NS FOR PUBUIC 'WORKS 0N$T,1J0 Q SH;�F,1'1 CTF2 R TI N DATE ENGR. CITY DATE SHOULD CONSTIRUMOX OF REQUMM MHOVEIVEM NOT COMIMINCE WITIM TWO YFAIRS OF Tf= DATIE OF APPROVAL SHOWN HIUMON AIND CAEREW FORTH IN A DKISENT MAhMM THE C" FIVIOM-M MAY REQEWE IMNS101Z TO TfZ PLANS TO BIMIG TPMEN INTO C01`11FOERMCE WH PREPARED FOR: YOWG HOLMS 10370 TRADEMARK STREET RANCHOCUICAMONGA, Co. 91730 (909) 477-6715 QENERAL NOTE 'HIS J.U.NC`T10N STRUCTURE SHALL Gr USED 'W'"E" THE OUTSIDE 01AMETER SCALE. co 8253 Sierra Avenue Z �iF THE LAT I E I RAL IS GREATER THAN 112 THIP INSIDE OtAMETER 0 OF' THE I, DIMENS4ONS SH .1 OWN ON THIS PLAN POP METRIC AND ENGLI'SH WAITS CGR MAIN LINE; OR WHEN THE INSIDE 01AME"TER 6 OF THE LATERAL, IS GRZATER ST001 DFMI PLAN ARE.NOT EXACT EOUAL 'VALUES. IF: METRIC VALUES ARE USED. ALL 1`40' THAN 600 mm Q4'), 6 SHALL :NOT EXCEED .,75: D OR 97:5 mm (39-1, VALUES USED FOR CONSTRuCTION SHALL SEMETAIC VALUES. IF or Exp. 6/30/05 (909) 356-1815 Fax (909) 356-1795 'THE ENGLISH UNIT$ ARE, USED, ALL VALUES USED FOR CONSTRUCTION IF MAHN 0j�t IS: A REINFORCED MONOLITHIC ARCH STORM ORAIN. BEN00. AIM B.M. #361, SPIKE IN NORTH FACE OF P.P 11536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE ELEVATION: 1365.01 4L LATERAL/C0 NNEC'TOR PIPF,, r-CONC, PIPE_RCF OR CSP tXAi LINE' RCP Oa iL MAIN LINE A4P 13 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLEaS OTHERWISE SHOWN. M wm 11/71 MM v /--CLASS C MORTAR SEE NOTE A 14 MANHOLE SHAFT SHALL CONFORM: TO STANDARD PIL-AN:324 UN4,C$S OTHERWIZZ SHOWN. STA, PT� INLET P I PE: 15, WHERE A MANHOLE SHAFT - 900 mm (36') 'WITHOUT REDUCER 15 SEE NOTE, 6 SACKFILL WITH A 2155 Kt -C-14 Wo SPECIFIED REFER TO STANDARD PLAN 326. 4450- -200,0) CMNCRE'rE DIR 16, WHERE A PRESSURE MANHOLE SHArT - WITH ECCENTRIC REDUCER IS COMPAOT SOIL TO SPECIFIED REFER TO STANDARD PLAN 328, RELATI.VE DF_N$IT-f RECIVIREQ BY SPE IFICATIWNS� 17. WHERE A PRESSURE MANHOLIC SHAFT - 914 mm (361) WITHOUT IS UND1STURBED EARTH— SPECIFIED REFER TO. STANDARD PLAN 329� BEDDING, PER CASE I SPECIFJ CA'l I S. DIMENS . IONS SH . OWN I ON TH . IS . P I 'LAN F0 I R METRIC AND ENGLISH UNITS ARE PIZAN rASE I NOT EXACT EQUAL VALUES. If' METRIC VALUES ARE USED, ALL VALUES SECTION R -El USED FOR CONSTRUCTION SHALL BE METRIC VALUES., EXCEPT REINFORCING BAR SIZES INENGLISH. UNITS MAY BE SUBSTITUTED FOR -METRIC. BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL FOR OUTLET SEE SrO. BE ENGLISH UNITS. 0AfIN,l1l --CATCH FLOOR THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN,. 324 MANHOLE SHAFT - WITH E.CCENTR,IC. REDUCER 326 MANHOLE SHAFT - 900 MITI (36") WITHOUT REDUCER COINC, EISICASCMEIN-r. 4/7 00 MIN. 3, Z 6 SEE NOTE: 7 w - PRESSURE MANHOLE SHAFT - WITH ECCENTRIC Cojwc� PIPE 329: PRESSURE MANHOLE.�SHAFT - 914 mm (361 WITHOUT P BACKFiLL. o>� REDUCER H.Gf OR, CS 630, 610,6111� (?4-) MANHOLE FRAME AND COVER �633 914� il (561) MANHOLE FRAME AND COVER SEE NOTEr 63 5 STCCL STEP SEE 636 POLYPROPYLENE PLASTIC STEP CASE1 CA$f 2 SECTION C -C A, RWORT) nr)rTJMENT F E S's 70 SUIT' S, HA These Record Documents have bmn pmpared based -CLASS; C M,6*TAR on information provided by oth q� ers. The Design J Professional has not verified the accuracy and/or No, 4.3976 COmpleteness of t E.xp 0-30-09 his information and shall not be A responsible for any errors Or 0171lissions which may te4 herein as a result. be 4N, ELAN SECTI ON CASE 3 DATE SADDLE CONNECTION AM ERICAN PUBLI, C WORKS k9SOCIATION - SOUTHERN CALIFORmA CHA,PTr=R .ERICAN PUBLIC WORKS:ASSOCIATION.- $01UTHERN CALIFORNIA CHAPTER. SIT ANCIPAR 0 PLO Poc, . micr-A�Eli Fmc STAINOAkl) PL4N METRIC, JUNCTIONSTRUCTURIF - PIPE TO PIPE. MIETRX, PtU'ffi,!CV*ziK3',iTKNI)AKS X_ 3 �r_- (1WfFM=r1C0v110, EE MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 UMA ------------- ID < 600 MM (2411 32-1 MIEET 4 Qi` 4 1; m Z YWTH IRTANDARD 4Pr,,GJFIQ4TJ*NS FOR PUBUIC 'WORKS 0N$T,1J0 Q SH;�F,1'1 CTF2 R TI N BASIS OF BEAHINGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00*06'51"E AS SHOWN ON TRACT 16085-1 RECORDED MAP 1300K 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. Priepared By: PA FESS/ CITY %0%xv FONIUAINA, %O"LIFORNIA I'D s. /,,, 14� ALLARD ENGINEERING \9 RAIVr-14n FONTAWA QPFr_1F11r PF -AN Civil Engineering Land Surveying - Land Planning NOTES QENERAL NOTE 'HIS J.U.NC`T10N STRUCTURE SHALL Gr USED 'W'"E" THE OUTSIDE 01AMETER SCALE. co 8253 Sierra Avenue Z �iF THE LAT I E I RAL IS GREATER THAN 112 THIP INSIDE OtAMETER 0 OF' THE I, DIMENS4ONS SH .1 OWN ON THIS PLAN POP METRIC AND ENGLI'SH WAITS CGR MAIN LINE; OR WHEN THE INSIDE 01AME"TER 6 OF THE LATERAL, IS GRZATER ST001 DFMI PLAN ARE.NOT EXACT EOUAL 'VALUES. IF: METRIC VALUES ARE USED. ALL 1`40' THAN 600 mm Q4'), 6 SHALL :NOT EXCEED .,75: D OR 97:5 mm (39-1, VALUES USED FOR CONSTRuCTION SHALL SEMETAIC VALUES. IF or Exp. 6/30/05 (909) 356-1815 Fax (909) 356-1795 'THE ENGLISH UNIT$ ARE, USED, ALL VALUES USED FOR CONSTRUCTION IF MAHN 0j�t IS: A REINFORCED MONOLITHIC ARCH STORM ORAIN. JRR SHALL. BE ENGLISH UNITS, 7 D SHALL REFEP TO THE CLEAR SPAN OF, THE. ARCH. REINFORCING STEEL MAY, 2003 CHECKED B SMALL, BE CUT AND BENT INTO THE JUNCTION STIRLICTURE IN THE SAME L4C �T_j � DRAWING NO.: MANNER AS rOR A PIPE. A CONCRETE CRADLE IS NOT REOLIVIRED FOR A 5-1-02 -5 A \� REINFORCED MONOuTH.11111: ARCP., CASE I AND CASE 2 3� STATIONIS SHOWN ON THE PROJ�7CT DRAWINGS FOR LATERALS APPLY AT' TH E, I Ir ANGLE A IS LESS T14AN 4511 OR IF D IS LARCER THAN �900 mM IINITERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STA-rj:oNs . (24")- THEN ANOtHER STANDARD STRUCTURE SHALL BE SIPEcIFIED, 'S,H2OWN ON THE PROJECT CIPAWINGS FOR, CATC�-[ 8ASIN CONNECTOR PIPES 1152 APPLY AT THE INTERSE.CTION OF THC INSIOF WALL OF THr MAJIN LI'NF1 10,11TH �2, IHE C E T E OUTSIDE DIAMETER OF' THE INLET' PIPE: 5HALL, NOT EX ED THE CONNECTOR PIPE CENTER LINE. ONE-HALF THE I.NSIDE DJAMETER OF THE MAIN LINE. 4�, VALUES FOR A, E. �:C AND 0 S�HALL BE S,HOWN ON THE PROJECT DRA,WINGs. 3� THE INLET PIPE sHALL.E:NTER THE MAIN LINE RADIALLY; IF' THE ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PEP. INIE7_PWE,, CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD 1407t 5. �STRUCTURE SHALL BE SPEClFIED, 5. o. ELEVATIONS R AND 5 NEED NOT BE SKOWN Otll THE PIROJEcT: DRAvilrji5s I 11 'THE .4, 7HE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE IF INILET PIPE I S TO ENTER THEAlAIN L.INERADIALLY. OUTSIDE DIAMETER OF THE, INLET PIPE PLUS 30 mm W) MINIMUM b. ELEVAT.I:ON::R SHALL BE' SHOVYN.ON THE.PROJECT DRAWINGS ONLY IF:A TO 7-n mm,(3') MAXIMUM. STUS IS TO BE PROVIDED, IN THE MAIN LINE,FOR FUTURE CONNECTION OF AN INLET PIPE, 5, ALL. CONNECTOR PIPES FOR CASE 2 SHAL.L BE ENCASED IN CONCRETE o�. ELEVATION 5 :!SHALL BE SHOWN ON 'THE PROJECT DRAWINGS JF AN INLET IF LAID WITHIN THF MAIN LINE EXCAVA"I,'ED :TRENCH oR IF LAID ON PIPE IS TO ENTER: THE MA.Ilq LINE OTHER THAN RAW�ALLY�: INLET PIPE FILL WHICH HA$ NOT DF-ENM-NSIFIED� SHALL SE,LA.10 ONI A STRAIGHT GRADE FROM ELEVATION S TO THE, CATCH :SASIN OR GRADE BREAK IN LINE. 6� BURN I OR CHIP END OF CONNECTOR PIPF FLUSH W1:TH INNER SURFACE e. THE INLET PIPE SHALL jENTER::THE MAIN LINE, IRAID(AL,LY UNLESS OTHERWISE PIPF OF MA IN L04t ROUND EDGE Or CONCPETt_.1 OR Q CP, INPICATED. THE I.NLET PIPE MAY f�NTER THE MAIN LINE 017HER THAN RADIALL'Y IF ANGLE A �IS GREATER THAN 45".: 13 �IS LESS THAN OR FQUAL TO T. ALL CSP AND FITTINGS SHALL BE GALVANIZED. 600 mm...(.2471 I_AND THE OUTSiOE DIAMETER OF THE INLET PIPE IS LESS THAN �5 OTHERNYISE, STANOANO :PLAN 340 SHALL BE LISED, 8, S7AT�ON SPECIFIED: ON THE PROJECT DRAWINGS APPL.IES. AT THE INTERSECTION OF THE INSIDE WALL OP MAIN LINE AND THE CENTER 7� NO MORE T14AN CNE OPENING $HALL BE MAOI� IN ANY CNE SECTION OF 011PE, LINE OF 1NLET PIPE. 8. 'rHE OPENING FOP, THE BREAK001" SKALL ISE RECTANGULAR AND CUT NORMAL, TO THE PIPE SURFACE. wiTmOUT DAMAGING TPrE I REINFORCING STEEL, T:4E 9. 'T TO 7,Hr rLOoR or :A CASE Z SHALL NOT GONNEC, I TRANS.VCPSE REINFORCEMENT. OF THE MAIN L Ir4E SHALL BE CUT :AT TH:E GRATING CATCH BASIN WHERE THE GRATE:WILA. BE SUBJECT TO CENTER OF THE OPENING.A.14D SENT INTO THE TOP AND BOT TOM $LASS Of VEHUME TRAFFIC� 7HE SPUR. 10! FOR CASE 2, NOT MORE 'THAN 3,5 M (12',) OF i�4LET PIPE SHALL se 9; THE MAIN LINE SHIALL. BE REINFORCED.WITH .4, QONCRE 4 TE ;CRP.DLE �ANID LOCATED WITHIN THE MAIN LINE EXCAYATED TRENCH, A Ji IN THE MAIN LINE �..ALL.S WITHIN THE LIMITS OF THE CRADL.E, THE CASE 3 CONCRETE ENCASEMENT S,H:ALL,.E:XTEND 300 mm, 02-) ABOVF THE TOP OF THE MAIN LINE AND TO "HE LiMITS OF THE CPADLE, 11. CONNECTIONS TO PIPES 525 rrtiTi: (211 OR LESS IN DIAMETER WITHOU7 JUNCTION IF CONNECTING TO AM EXISTING STORM DRAIN 0 TO Or CRADLE STRUCTURES OR PRECAST: Y BRANCHES SHALL BE MADE WITH SAoDLES. OPPOSITE IIN�LET NAA.Y BE OMITTED, t2, 7 HE OUT51DE DIAMETIER OF THE JNLIET�PIPE SHALL NOT EXCEED ONE-HALF 10_ REINFORCING STEEL SHALL CONFORM. TO ASTY-1 A 615M, GRAOE 300. IASTM A Gt5, THE, 1��,i$]M_DIAMIETER OF THEMAIR LINE, CZRADE 40), AND BE PLA�,ED 40 mm (1 112') CLEAR FROM CQNrRET.E,., SURFACES. UNLESS OTHERWISE S'HOWN F BAR�S SHALL BE CARRIED TO A:P0INT:NQT:: 1,ES5 13:, TRIM OR CUT SADD . TO FIT SNUCLY OVER THE o-UMDE OF THE MAIN LINE THAN J DISTANCE. FR.O:Iyl: CENTER UNE WITH J 7D/12 + 15:0. m.r.n. (6'),, SO ITS AXIS WILL BE ON THE LIWE" AND GRADE OF THE CONNEcTOR PIPE, A- FLOOR OF T111 4E SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR, 14. THE OPENINO INTO THE PIPIZ� SHALL aE CUT AND TRIMMED TO :FIT THE SADDILSH: SO THAT NO PART WILL PROJECT ViTTH]IN THE BORE OF THE 12- DIMENStONS SHOWN ON THAS: PLAN F'OR mET.R.i(..A�iD ENGLISH uioTs APE NOT SADDLE PIPE. EXACT ECILIAL VALUES.� IF ME7R IC VALUES ARE USED. ALL VAI_LJES ll FOR CONSTRUCT]CIN _1,'HALI S� McTRICVALUES. EXCEPT qFINFORCING BAPS SFZES IN 15. THE CONNECTOR P IPE:SHALL BE SUPPORTED AS SHOWN INCASES I AND 2, ENGLISH U.Nf7.3 MAY BE SUes'nTLITED FOR METRIC BAR SIZE$, IF ENGL!SH UNITS ARE, LISCO. ALL VALUIES LISED F'OR CONSTRUCTION SHALL I�E ENGLISH QNITS, AMERICAM:PUBLIC WORKS A$SOCIATION -SOUTH ERN CALIFORNIA CHAPTErt STANOARIDPIAN AME -RICAN PlUOUC WORKS A660CIATION - SQVTHSRN CAUFORNIA CHAPTER '(W -STRUCTURE ------ -- --- STANUMD PLAN merHtc, JUNCTION:STRUCTURE. , PIPE TO PIPE INLET 331 F JUNC —PIPE TO PIPE ID Z 600 mm (24") OR OD>1/2 MAIN LINE ID 94eIE7;�CF 2 ) . 600 mm. 24, 53 2 1 SHUT T, OF2 BASIS OF BEAHINGS: BEARINGS BASED ON THE WEST LINE OF THE SOUTHEAST ONE QUARTER OF THE SOUTHWEST ONE QUARTER OF SECTION 36, T. 1 N., R. 6 W., SBB & M BEING N00*06'51"E AS SHOWN ON TRACT 16085-1 RECORDED MAP 1300K 282, PAGES 16-20 RECORDS OF SAN BERNARDINO COUNTY. Priepared By: PA FESS/ CITY %0%xv FONIUAINA, %O"LIFORNIA I'D s. /,,, 14� ALLARD ENGINEERING \9 RAIVr-14n FONTAWA QPFr_1F11r PF -AN Civil Engineering Land Surveying - Land Planning DRAWN BY. TRACT NO. 16258-1 SCALE. co 8253 Sierra Avenue Z Fontana, Calffornia 92335 LLI No. 43976 m CGR ST001 DFMI PLAN 1`40' DESIGNED BY: DATE. or Exp. 6/30/05 (909) 356-1815 Fax (909) 356-1795 Dff AW SIM JRR 7 MAY, 2003 CHECKED B DRAWING NO.: 5-1-02 David S. Hammer, R.C.E. 43976 Date A \� DSH01 1V (expires 6/30/2005) 3277 1 1152