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HomeMy WebLinkAbout1632-2• - tt it ># �117- /iVSTALL— STEEL STEMS PE.P "LT,PANS STO. ORAv1'/141G O 71 COiVST. J O//VT �I Q� 2 "CL �ryP� 'V —� @ 6" Bort' III Y-5 P/POTEC TION BA•P SEE SETA/L __ Olt/ Th//S Sf-/EE• T E Z � 51- N � O � /NL Ei ,4NO1O.P OUTL ET P/PE /iLIAY BE /N ANY /iY.4Lll 2- J_ 0,e rO 00 ' •r • 11 • u =31— SOD1410e S >®< 11J,t/L E55 OTNEAPH//5E /UDTEO) 41POU/VO/�E. CONC,ffTE .57MN67W SHALL 'BIE' ,yl/i!/. 3" P,SI 28 D,4YS 1+/0 SCOL E l/4 " TSI 11K S TEEL PLATE PRO YIDS SL D T FDR A NC)gOR BOLTS 1 AR/Lt FDR SUPPDR T BOLTS. •s//6" / X W167L DEO STEL 147Z,4 TY "��IO/USS I A. suP/vOIFT 50LT S, � TION NO S 6,4Z- E • , LET ,� �iV�/E/Y Old/ -LET �/PE E�'rEivvs , /V rPEE T /NTD OI�TE,P �1 PrPON X00 3 /fijESh/ ST ,qs SNO!/tiN OSP ,4�0 !�1//SPE -5 4r N 1 AA N �- — T,QgiYS/T/OPV OC,9L. I 2 • � � /zC.F. • V ' 1 .ice. 110 E,rP,gNs/OA/ h JO/SVT ,8 B,q,QS ____ _----J• �O� STALL y S,OAWN ON p`vGS) /N _ FrPArYIE COAvE.P PER S B. �OVN /C:L 11?N ST -Q gl41G. O CRTC sre siv o.POR /NLET OETA/L S -TYPE B ,F e NO S<<1 L E _ NOTES: , 1 J+oatlwn Structwo Ne 2 is to be used whet+ 0 0 of 8 is greeter then I/1 tele 1 0. of 0, w 9 to greeter than 24 inches. a shaft Hol exceed 1✓4 0, at 39 inches. H_ _ _ �� ti NOTE: No' more than one opening shell be swede to owe section of pipe. t\ 2 Values of A, 8,C and Owe shown on protect dfewrol" Eleve►,on R"and ►.._ _ _ _ _ _ D _ _ _ _ ..� , ,. Elevation `S"are shown when required ped Note 12 I t �_ ��, , ver • 3. Elevation S opofies of 'rrahM woN d sfllvCiwe. ----_{ - el Urutlure 4. Breakout limits shall be deltrmined as f•N•tys: 3• R"•n.' tr• -r Upstream Limit - At the infe►seclion of the outside W the spur well with the main tine ease well TABLE OF VALUES FOR T 8 T 12" " Is" 9. le " 21 s 2411 'S 27" 5 30" Concrete 33" F �3 36" Credle-. Ei 0.d � 9 Cowcrete strength shall be 3,000 psi et 2e days except as Nkerwise 1_L� I 4 w�' = �� , SK Pt •l�.ito►S_ ll4' 16' 1 10 Floor of slruciwe shell be Slotl-Iro.rNta to spfong Ione `Tie bets ' f1 1 t; (Tee It "131 • 3-1O' 0.6. -,__� --- , Reinforcing Sleet ' , Z-6 ; ( J Tie bets hers �\ CJ/•4-6"OC. Reontorcing steel shall be cut and bent into Junclion Structure in the some R C Pi Plot or rein)«cid ' , _ _ � ' Ir----- •3-19"OC TABLE OF VALUES FOR T 8 T 12" " Is" s" le " 21 s 2411 'S 27" 5 30" 6 33" 6 36" 6 f 39" 7" Downstream Limit- 6 inches downstream of the iefortlseliew of the spur wall with the main lane MM well. The opening shpt) be rectangular, , cul Awmel to pope swf•ce end without damaging reinforcing steel If o joint in the me+n tin* pope falls within the limits of the conoefe cradle, pforide a Concrete encasement ont tool above the t`p of the mein lure pope to the limits pl the cradle. 5 The Ironsverse reinforcement in pope shell be trot of cewfor of openong and bent into lop and bottom slobs of siw 6 The main tint pipe shall be cradled one messed in 1: 3: S cowers Iwo. Wending longitudinally 12 inches biyowd the'limols el bteesowl (See N•1• 4), and IransvNsely a distance 01 H on each side 0f the cenlerlina of pipe H 2 Vit 0. 0. of pipe + 3 inches minimum Cradit may be omitted on side opposel• lateral Wei when constructed in connection with existing storm drain. SECTION Z- Z / /iG " /- /OL E /N S TEFL 1°L�7E /VEL Sort/ STUD /� �iVCx e� 5 �FUL L W, L O� ��POTEC T/ON BAP 3�q " Off• ST/.P14e i- 1 Sw note 5) �FUL L wEL v%V 1/4 See s+i"ww 3/4" ►Iele,i�H. D.�; DNoil tleFeell o w "iPAl�/US e,ly eked. ceirow of ko% 00 be 1" ffto 0.0. CUFF /VOTES = >. THE STEEL �iPOTECT/OPV B•4�P STEEL �L 114 5,1 , zL BE 11V_5 ,/L L ED 9= E�YJBEOOEO " .y' T E,4Ch/ ENO. 2. S(�f OD�PT ,BDL TS Sh�,4L L BE Uit//FO�P�YI L l� _S�� C'E� BCT rt/OT TO E,'CEED 7 ' O/V CEi1/TE�, 3. SBDL T Sf�.4L L BE ,4L /572 O/P 4. STEEL. �L T.= Sf>'AL L BE �4L h/,4�l�lB�P,4 FO�rV�,Pt' �- 3 9�i OSP 1414��,20 VZ 0 E4? 4�114z . s B,WR S//4L L BE 114L h114il-11161 4 /C 0&%O el !�!//Thi 4L h/.4iYlB.PA .�4- 1577E ,4 CW451eEQUAL CONlSTRUCTION Of A110 Folt TREVOR W/ SLOANG SCE wALIS SWRFACE 'OVER PIPE d VADTH ti 1 .• I - `. ! I. IN RISER c.tti.' �AI16E Is* to 2T' Ifo Peen forcing stet# shall be per 2-01.71, and placed I'/s inches clear from 14 42' to 4111' It 10 SIN to Gem +ace of concrete, unless otherwise &a~. iv.we Edge , 7F- 3. Concrete shallbe close Com• i7 : e E and F bars stroll be carried to o eeaN Hol fess iRM J Nslence from ' _ PLAN 41, e weir I#" J = /,t 0 + 6 inches. I i I �Ploin or rllntOrted ins" 9 Cowcrete strength shall be 3,000 psi et 2e days except as Nkerwise 1_L� I 4 w�' rW+N 34 ll4' 16' 51" 10 Floor of slruciwe shell be Slotl-Iro.rNta to spfong Ione �j',Q' f1 Eo' 17, II *%" Jwaclion Structure No 2 is s"cIfred with reinforced monolithic wck -,__� --- , Reinforcing Sleet ' stories drain, value 0 shall refer to the clear span at the arch. , (♦ 'MAIN UNE STORM DRAIN ; ( J Tie bets t- Reontorcing steel shall be cut and bent into Junclion Structure in the some R C Pi Plot or rein)«cid ' , _ _ � ' Ir----- •3-19"OC m rtr as for pipe Concrete cradle under reinforced iwMotilhtt arch is «' n►MOIitMt arch ± 3 # ' • ' : opt r squired 12 Whee Elevotion "R" and Elevation "S"ort not shown on projlCt drawings, inlet F-' r ► .. a..., � • See Note 7--, - .6'. cont. pipe or C.M.P. ' _-Tie bort Min ,�� i I pipe shall enter main line radially When inlet pope enters mon line other then .' • 13-Ia 0C WOF•_ � � � ' 1 � � ,'�- I ` r ``I' •r- ' ; radiolly, Elevolion 'S shall be shown on project draw+ngs, one inlet papa shop be laid on a straight grade from Elevation S to catch basin w grade break G Nrs'' o # Round i , ,rE Dprs G Dors 001 line Elevation R" be drawings to , s Spring line- Edgtsi 1 ►5-3"O.0-- - > - , in shall shown oh project onl when stub is I g r IOr tutors inlet . s 4_ a � _ + 1 I R be provided in main lint construction 01 past 13 Stelioas specified on drowirtgs o*pM d fhe intersect of carNe► lines T _ -- _ -- _ T e e , 1 i i , -s f b« s i- - - e1 ow•M fiM and I•terok, estoe« tfr•t $who" far celctt bean os PC! a. • 1. 3: 5 �. \ E lev S , -- -- • S- 3' 0 C --_ r . pipe y d insi0e well of sfruclure: requited by �/� i p•'. CASE 2 �I r •....�- Pipe bedding e, =-.:: , 0 - DETAIL` %t i All connector pipes (within the angles specified for Case 2) aim Undisturbed eorlh`//��� ///.�� ' I `un.a$lu.►e. 135Concrete JUNCTION STRUCTURESECTION M -M e.rth'/ SECTION 0-8 SECTION CASE I NOTES: CASE I AND CASE 2 USJ N oe. 2 SECTION Z- Z / /iG " /- /OL E /N S TEFL 1°L�7E /VEL Sort/ STUD /� �iVCx e� 5 �FUL L W, L O� ��POTEC T/ON BAP 3�q " Off• ST/.P14e i- 1 Sw note 5) �FUL L wEL v%V 1/4 See s+i"ww 3/4" ►Iele,i�H. D.�; DNoil tleFeell o w "iPAl�/US e,ly eked. ceirow of ko% 00 be 1" ffto 0.0. CUFF /VOTES = >. THE STEEL �iPOTECT/OPV B•4�P STEEL �L 114 5,1 , zL BE 11V_5 ,/L L ED 9= E�YJBEOOEO " .y' T E,4Ch/ ENO. 2. S(�f OD�PT ,BDL TS Sh�,4L L BE Uit//FO�P�YI L l� _S�� C'E� BCT rt/OT TO E,'CEED 7 ' O/V CEi1/TE�, 3. SBDL T Sf�.4L L BE ,4L /572 O/P 4. STEEL. �L T.= Sf>'AL L BE �4L h/,4�l�lB�P,4 FO�rV�,Pt' �- 3 9�i OSP 1414��,20 VZ 0 E4? 4�114z . s B,WR S//4L L BE 114L h114il-11161 4 /C 0&%O el !�!//Thi 4L h/.4iYlB.PA .�4- 1577E ,4 CW451eEQUAL CONlSTRUCTION Of A110 Folt TREVOR W/ SLOANG SCE wALIS SWRFACE 'OVER PIPE d VADTH ti 1 .• I - `. ! I. IN RISER DIAMETER c.tti.' �AI16E Is* to 2T' Ifo AO" t e 39' 14 42' to 4111' It 10 SIN to Gem _ �9" -- —�— - N.T. 5. 3. Concrete shallbe close Com• i7 : 'Sf00-C-7500 �✓croncrete.C7RAA/l�r! �, OPC ANCNO- Pg fA l � 6-M.A. 67,0 -333 � For outlet see Standard 41, e Catch Basin plans V."__ �Ploin or rllntOrted ins" li i - 1_L� I 4 w�' IQSe 34 ll4' DIAMETER c.tti.' �AI16E Is* to 2T' Ifo AO" t e 39' 14 42' to 4111' It 10 SIN to Gem r '- • 6, • • . s 01 5n t BOTTOM VIEW //VG DET��L TOP PLATE w �1t+me (XD. D�� Sw detail for / �� /� Ab \ �Ty►1'1+'Meeea W �• A — •- tt'slr.We or IMM Meet trey �...,.r � C.S.P. O.D. � •� 1 I•I - I • Y <i I� - , 17 -�-- -- ; _ - ,-? — NI - I , . < , �..\ 1 /4 Si of pwo ' ^ I DE TAIL- PLO_.TE STIFFENER l ` 3/4" Hole to / match top plate �� Std. star cofln- BOTTOM VIEW I I eaten NM. CAGE RETAINER RING J1 j i—,SM. rr" Conc. collar / —C.S.P. �R.0 P CSP, /A, Slope to drain► --i- - - -� _ ..� `°I 4" $mmin' + ALTERNATE JUNCTION -- I' . _ . -_ I - i ,;" f i --Orr pock I Conc. slabs - — - D' - L= '1 17/g, INL AF T 5UMP I�lMi� _/VSIO/V5 tiT.S. NOTES I. Riser pipe shall extend to"Elev. A". 2. Elevation A, Do, Dr, LI, Lt are shown on plane. 3. Corrugated steel pipe shall conform to AASHO M-36. 4. Grate assembly shall be golvopl:al after fabrication. s. For Do 54 and larger, weld I o x I i4 St /o, orgkt to Plate with I"castled 6"0.c 6. n■ nurnber of bars on grate Oliver". 7. 00" of pipe for ft Ater De shoed be some as for rtear. a POW and stub shalt be t►hap fabricated and galvanrised after wafdir Teflon tape-- r__ -�•� 12 12 58 Steel wr(typ.)---- or t and weld 5/8 x 5/8 " Spacer_. /2 low bolt 1 e w � I 3" C It -- 112" OP71MAL CONSTRUCTM '�eARS(TYP) JOINT. 3UNFAM OVER PiPE tu S Notes: FAI 6,4Crf'r & L A•5 .SPEC/F/E'O 7_0P of ---- eEvo/nom 2 /rex 2 / "x /," E,rC,'4V,4 Tion/ 7O Ty/5 L.//VE" PEPA�J/ T T ED Ail//V• GENERAL NOTES.- 1, OTES: 1, BEDDING JAI SHALL If COMPOSED Of SAND, NO. 3 OR NO. 1 MIIS11F0 ROCK OR GRAVFI, OR OTHER GRANULAR MAIERIAL AS WY RE SPECIFIED OR OTHERWISE APPROVED BY THE ENGINEER. THE W XIMUM SIZE ROCX OR GRAVEL Si/AI_L BE NO. 3 FOR PIPE 27" IN UTAMEifR AND IAR314 , AND NO. 1 FOR PIPE SWLLER THAN 27- IN DIAMETER. REDOING '81 SHALL 9E COWOSEO OF SAND OR OTHER GRANUTAR WI ERIAL AS MAY K SPECIFIED OR OTHERWI'SE'APPROVED BY THE ENGINEER AND SMALL BE COMPLETED PRIOR 10 PLACING BALANCE OF BACKFILL. 2. LASS 11 BEDDING AND BACKFILL AROUND PIPE ILOAO FACTOR 1.8) A. "W" AT SF^'N3'% LINE SHALL NOT BE LESS THAN THE FO( LOISJ 6" FOR PIPE 60" OR LESS IN UTAFETER, 10" FOR PIPE 63" To 108" INCLUSIVE IN DIAMETER AND 12" FOR PIPE LARGER THAN LOA" IN DIAMETER. THESE DIWNSIONS WY INCLUDE THE THICKNESS OF ANY SHEETING. e. Wt1ERE COVER IS 10' OR LESS, "W" MEASURED AT THE TOP OF PIPE MAY BE •IIY DIMENSION ORFATER THAN To* ABOVE SPECIFIED M,N!MJM, UNLESS OTHERWISE SPECIFIED ON THI PROJECT DRAWINI;S. C. MARE COVER IS GREATER THAN 101 "W" WASIIRED AT THE TOP ^F 1'tc PIPE SHALL NOT BE GREATER THAN 10" FOR PIPE 108" IN DIANErER OR LESS, OR 12" FOR PIPE OVER 108" IN DIAMETER UNLESS THE CONTRACTOR AT HIS 01*4 EXPENSE PROVIOFS CASE 1 BEtiOING OR STRONGER PIP[, THESE DIntENSlii,l5 ,NCLUftE TIL[ THICKNESS OF ANY SHELLING. VIA, A11N. DEvO/NG 'i9 " BEDDING I4ATERIAL BELOW BOTTOM OF PIPE SH/IL K 1112 DI FOR PIPES 39" AND 1ARGEIt; IN OIAMEINI, AIS 4" FOR PIPES LESS THAW 39. 1N OIA+E/EH ,. of 110 CASE SHALL IT K LESS THAN 11. 94LOW AMY WLL 00 COLLAR. NOTES SC11EE11 BEADING 'Al TO FIT "VAIURt *0 GRAN OF PIP(. iYPE Of SCREED AND THE WTHOO N UN TO K APPROVED BY THE ENGINEER. 1.. Pipe anchors shall be constructed at )' vertical interval on all slopes DETAIL RBEDDING of S:l or steeper. 2. All reinforcing steel shall be $4 bars. _ �9" -- —�— - N.T. 5. 3. Concrete shallbe close Com• i7 : 'Sf00-C-7500 �✓croncrete.C7RAA/l�r! �, OPC ANCNO- Pg fA l � 6-M.A. 67,0 -333 � For outlet see Standard 41, e Catch Basin plans , Varies to suit �Ploin or rllntOrted ins" c 51'- / conditions concrete pipe or C M P Moon Line 54' 9� ll4' 16' 51" �j',Q' f1 Eo' 17, ' 17' 63' ' - 'r , r I 'j • ° ` Catch boson Floor -� min See Note 4-- ie71* 7 > Plain or reinforced See Note 7 See Note 7--, - .6'. cont. pipe or C.M.P. 1_q i ' �1 �`'QI 420-C- 2000 PLAN bedding of Intel pipe - - - " - f B min / Cont. encasement r -Connector pipe 1L� 4with20- C - 2000 A ' o'• Elev S. q See Note 4 concrete or % o see Hole 3 is 4"Min ►'- Class "C' mortar compact soil to relotive density :n'. ; : requited by �/� i p•'. CASE 2 �I r specifications Pipe bedding e, , 0 - _ %t p .: ;o • : e' Note All connector pipes (within the angles specified for Case 2) aim Undisturbed eorlh`//��� ///.�� shall be encored when laid within the main line oKcovaled trench, or when laid on fill which hos not been densified. SECTION 0-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Moon Line I Angle A shalt be between 45°degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less For smaller values of A and I Connections to pipes 21 inches or less in diameter without larger values of D, use appropriate standard structure. junction structures or precast Y branches shall be mode + with saddles Class "C" morlor-, 2 In no case shall the outside diameter of the inlet pipe ex- 2 Trim or cut saddle to fit Snugly over the outside of the p,Q +9 teed one- hall the inside diameter of the main storm drain. main pipe, and so its axis will be on the tine and grade of the connecting pipe 3 Center line of inlet shall be on radius of moon storm drain 3 The opening into the pipe shall be cut and trimmed to O. D I ' 1 �� except where Elevation S is shown on project drawings fit the saddle so that no part will project within the Dore i �� B of the saddle pipe Mill p v. 1`� 4 The opening into the main storm drain shall be the outside 4 The connecting pipe shalt be supported as shown in Coses 0 D I j diameter of the inlet pipe plus one inch minimum or 3 inch 1 and 2 n • e .`.. \ 1 - Buc.kfill \ L J maximum 0 t o - Pipe bedding I \ t Sla 5 All cornu gated metal pipe and fillings shall be galvanized HOL D- DOWN Y 1 e !�–TfJ/L — /NLET STi r'U�.71/fr'E yrs NOTES 1 IASL f of volue3 fbr Fore on thin pbn �� - 64' •1 4 -�• 2 - C£NTER Of MQNti0 f S/1Af T shall be locandover center line of,9torn 9es to be'tivrldeD r •sir dram whet i diame ter Or /s 4H'a • less, ,n which core place f t)or5 5 yrr I 6 to I I to 3 Radius j- - - -� , t )phorx�l cwtsA/e ,r ie t, •,cull around alt &Y at 4 5 *with centerline and crit J bora e6, tx7r, I _ -_ _ '' r thce of (-0/)( „ate _ ► .i - Df TA IL When depth ofmanhole titian stre�ef grade to top of txu 3' 3.kvv 4 P r • 4, 1l ba ' y ,s less tl x,n 2' /0' f r paved .gtreel a' 3'-6' far unpored 3 treat cAnSfrl A�, , - I Irbd us • I D of Jpul or t J' 0" li,,,1) n,n/)o%t/„ t. 9hafY .,9 per Retail Al 51w" fcr`ony dep fh of lwnholle mot' r _ n -' ' 0 max/mS, L _ - _ j be ccrstrucled a3 per Oe tall M When diomefer D, I 46'or 1e33,Cel ,# D b4 .5 , -i 3 4 c bars 4W Ions of 31,00 moy be loco teal os per note 2 ` L_ � ilc ci>r,7 add % boil 3"o c - , 4 THICKWEM Of 0£CK Voll wf y when nleceiwy topr+ yA* levlel pipes/ 16'i,L to merle edge PLAN but shall not be lets than tubular rnluei for f jhavn on this plan 1- - - - t of„eanho% lR,ny9 and cover not shown) 5 Q£1Nf_0PC1N6 STf£L to be per 2-0171, I •clear than /?xeof co„crete Tie Ilan ' , �B `C01T t j fie bon unites* shown otherw, 1 I , 3lneet gnoo►e Concrete r,,,gs y� Je I # U1 ,f i Omit thia3t�p 5"xI' Ring�eot oil Ain 6 STEPS shall be-4'rourld,ga1vonlzed3Aw1ond anchorvdnot less _-,. ,, ,n pared Jtneels for E,av�dsh�ee' . it - 8'J* thou 6',nche5 ,n the PM/13 of 3tructune Unlea; other jv,•se Shown PLAN H bar - Y _ ' 1.% - Ili r of po_ved .�frs l6' 15' 1l>e 9f�oc,,,_I sholl be /4""`fib 150.c T7ae lc 3tstlEip ivl/rotor' nA�rtE niton (5ho," not shown) 16.2)r paved5hicwh .;' '24' 16 " 6 ti bar - - - 2'-6 *above the Invert. Tee. Sou Di.•q 2-0 96 pZ•forLo ial 3treeh' I i Vorroble I Q1N65,R£DUC£RANVPIAaf for access3hdit5hollbe_Wttd/nlnor/i7r SNieetyrtade AkxN,ole fhorrAenn�d 6::. �..' a„11 A,eot intent of, w, ,n3x7e the3hof t ave,; P/on Ab 1 -OW 4 7,' •..�,'�._ ' f bars P° A J lx„ s A .514 7 IONS of nxv,hole3 Shown, of i )lnrt oppl,�f of cen ter of sl iot't 0(tolr stleel I. cwcrtele r r9s oral � 4'r” f h. It,t,c'„S stx)wr, ofstol,on3 tv er to ro/c"ed inwrtyitx line. ' t Ro,ir,v P sAenit S/l� Gtr it?4, ' A IL,cc�r,Pk,nAb UA07 I �,� 'r i l �h�Q of,r,u„hr�ltslxTl/✓e Stc'r�l lr-oweled to spr,ngtog line 2-0.96 .. 9 3 : p• ... - Minimum ?' IUf with h to 3'R K► t1<IUY of ono/,t,olH Shall be pour+ed,n one cor11 rntaous Oper vt,0f) i— pave'dstreets V' ,�, except Mot a co„stfuctloa►Jo,nt w,tho bng/tld,nol keywnymoy M,ntnwrn 3' 6"with ° • .,-�be placed of the spi'u)�gg,,,q line 3'xZ'Pi S t• _ Z' unpoveldstreela a -- lI L NGTH L AND tMgtOM£ T Psholl have the fb/low„►q rvlve3 4, • . •. _ _See Note 3 '8 DETAIL M unless otherw,? stx�wl, on plan £ bort for UZ -96'or legs e. -6',6". P•,5' ' • `bund Tie bon (See Note 3) UZ over, 96' 1.6 `0' A•6' / e t' J bars ! n,i, y be ,ncr teosed or loco t xa', of / narAhole 9h, fled to ,nee t pipe ends � f ©Spring,rp line - Inlet elewhon • 1 •' ap 183 of t►,13 pOint ;f`� - '4, /H tic boll, n V��3, to ILL be u3ed whe„ Dr 1,3 SECTION A -A sU'ur ave, N Pipe seat level F bar k TABLE OF VALUES FORT" F D F _ �9" 7" 04' i7 : 41, 48" ins" rl k" 51'- ¢ /06- 16- r 54' 9� ll4' 16' 51" �j',Q' f1 Eo' 17, 17' 63' I •r �• 'r 667 Lk. ie71* When L greo ter thon thot Shown r/. t w 15 3kiecif ed, 0 bore sholl t,, cion t,nued 6 "O c IZ- D BARS ,3holl be "4 Rbr Op -39'or 1&33, 15 for Dr' 47" to 84 "inclui,ve and " 6 far OZ - 90 "or ave, • Tie bar'5 rho 11 be "3 bore l3- f� • 30 Jo p3., at z8oby3 /4- rentc'rltlie off /r,Ietlwt t to ,nterseCt Iil�Aile fblce cif ClJr,e of S/aivrxl„e line unless ofliel'wlSe Shown (40,7h'nued 6e%w-) DETAIL— 'r i MANHOLE NOo 2 f t&. it 1 - - Groote polnt.3 N.?. 5. See Note 8 5ECTION� B d. o, •i'1 6 II Angle 8 is 45 degrees or less, use Case I It Angle B DETAI L is greater than 45 degrees, use Case 2 SECTION C -C SECTION A -A JUNCTION STRUCTURE CASE I 7 Burn or chip end of connector pope flush with inner *unlace of mainline pipe Round edge of concrete pipe or reinforced concrete pipe U SNO. I 8 Station Specified on drawings applies al the inlersection of inside wall of main storm drain and center line of inlet pipe W. T. 5. 5X1” ri Scat '''9 � Street grade ,-.--, B :Edges to be rounded Omit Ihls step In) � _t _ _ Max min! vcd strecta For 5tr'oct5 I to 3" Radivs f 15" _ For unpaved StT'S . 16 2-4' ►' i0 SCC tV01G P) . A C \ I / Nt I l G .---� `T; , 9 a'- 6' .TDRAWING A / T 1� �, �< 1_ ,�� — -- /2\RECORD It.1 1 _T �} f v drawing is obtained from others and J ' i _ _ n •- the information on this d a +-�--� !.; verified in the field by anyone prior to use or Radius = i.D. -or 5#Kw t ? _ � _ � _ � > � ; must be RENlAN INC. is not responsible for — �-. — --%y J �►— --,/� _ rT= g construction. HALL EO ' rn n inns or depictions. All above g 1) d _ All Sleet 1ca,tr. T _ T- — I - underground facility locat — - _ - �-r s4 4"o. -! _ — _� ,-- 0 - •, `�. � it seen and verified by the paries that bars, c y ) �� 1 IT e..,.• facilities can be read y • intpRil 'Kiz LN SECTION C"C PLAN DETAIL N PLAN NOTES (3halft not shown) (Shaft t10t shown) H- HEIGHT H (in 4•c �►-w and sac a 61 shell b4 riot Is•s Thar, 1'-O", bl mo� lot incr•o•td SCC Note M provid•d Shot the valve or M shall be mmol lea • an the minle"um spec Ted 4 I.iwl Iiia re- strrSCt 9rc de Manhole frame and ewer ducer shalt b: used. For rt Sin sec c -c1 see tote P L- LENGTH L eJec•11 be a feet Islesi+�hcrawnl�senshho��wn plan. L r+iay —=-Plan No 2-D 472 irlCretl...i ar ►ocrt.on at rhe' M �« /1r 0 "• O M- SHAT ; an..,, •ir,.*•etn.c*eo se tysr sec ;,-C erred 1],Csoit N when dtp+h M ties.• seirt� _ MAJr. •Gj l VarllZCd p a3 *ret ms w r•r 1a tr+on = -so j f� ,�i.en raw►+asi• « A.-.6 a - tat- sicel St%s `=i P- DEPTH 0 a'e ^�+cyd to or+ r.uwolute ►is+sit of 6' wt►�n loiryd w4rss of P ¢� r (,� %VOU.4 r 1JfS JGL i! �1- iG ? - fi " Or Tess . V rf= 14 t0 iS (ttJJ/ C• �,.� ...,► T -T yiall oe b• for value3 of A u to an/ include S feet. L. u p ;� �, , :iii , 2-'.196 �. P ^9 - =. i T shall be Io" for values d M veer d fe•rf. / 7 Where Pressure Manhole No.l is spectied on plops see Std D%g. 2-()210 note 3 , I- SS' Q/�� u 3b-RGP `Q�j j,� p .:! 1 -STEPS #hell be 'round, yyolvpQnixo st ei and anchor� d not less thea L ;r�cher } r fF.±• r.-. �r1 the wall$ or otru Ilr+le•S! otnErWi shown ate a $hall he •paced It• TO IS"0, �• �� 1L 11I lu. , • - a- •.' The 1•we•t sre shall be rout more then 2 reel oboes the Ir"d a dt side of rnanriole flour.„/�1� o — - T s :-T-: SQe Std Ding '�- D 9E: 9 (� \ 'U j fc a 3000 psi at 28 days fi 3 : 0., •...., • 1 > �.-.L�� t. 3 -JR4 V cd or � F e3TEEL fihall be per 2-D171, streiyhf bars I f "clear /rom 0.' y --PiPC xa :• raj , , .e 4 -STATIONS. -,•f rnanholea shown on Plan gppl at center lint of ftft Elevations ••} y:; , 1 = I j arc ••/t�,vv��vvn et Oirn center' and rarer to the rrot"cA invert shade IIna. Tse Nott. L Go• -6 `+ T • - �' • O I I 1 S-FrLOoR r►r rnwnhole sh aill ba *heel- ►roweled . E• Rowid r•r/7cs c _ Z 1 jI ' ? I__J--1 I n-RINc;5, rediiGar and pipe r access shaft shall be •cooled in mortar• and nefatly n �J).-/3t/94 y .�r: of 11hrt� �' V 1 I 1 pointe4 wiped ineidt aha%•{• •:S. i' N.� 4.►1'�__ �4T-b' 1 - 4N DE`�'\A' L 1 Ldgesi• N�te4' _ V A 1 .. • ', �E MAN HOLE Not • /` , .• 4 s . i{ Optional bottom ' .: • . SECT ►oN B- B • • t • •�_ Inlet tlewtion SECTION A -A- :°ltnispolnt CITY OF FONTANA, CALIFORNIA ADDI,P 5f-of'6 AIIIGt.4Ui2 V 6TA I� -rj-90 �w 6.�.9. PU B L IC WORKS DEPART M ENT No7'E5: �coNr'D. Q��!?///(/G G1�1T� ” DRAWN N STORM DRAIN PLANS SCALE: LoferQ/5 : If /a><crah5 er Ter on bo>Lh .3ide5 • ALS of man hole , access sh47�'7< .Sha// Oe -DESIGNED NED 8 NONE /oval -cd on 5iadce receivinq The 6ma//ef- 3 I7o REDH I LL AVE.. COSTA MESA CALIFORNIA 92626 4675 I t 4► 1877 MISCELLANEOUS DETAILAS/KWDAT = /at!era/. Lo><crA/ 5h4// 6e de.5i, nal-eal CIVIL ENGINEERING on /rn roVcmehf ,p�/an a5 ri9h�` or /eft LAND PUNNING LAND SURVEYING C ECS E fa Clnf On c�irec 4Ci of _6h,0 Lion ` I , N , -T. 5. No. REVIS IONS ENGR'S. CITY RPROVAL DATE APPROVAL DAT E Vf1GNLlJ Ol J°ARED UNDER THE SUPERVISION OF: JCH JOB N0. APPROVED ;� ���!'w' �.l��E- �/4}� OR. N0. SHT. N0. HN C. HOGAN R. C. E. 26229 ppm 3$10-20 3: r.- CITY ENGINEER R.0 E.Y✓'�' l26 1 6 3 2 .2 OF-6 r