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HomeMy WebLinkAbout1-129-01 (2)t 3-0 bars 2 ".2"Pipe Saul 3^4 Y5are, 4'-e" long,3"O.C. B Angle shall not exceed 45° continue additional bars 6"O C. �Oet *.a." 101 when side flow exceeds 10% Station Line ( to inside edge of manhole '"' • •4 - of main line flow I t -6 , ;' '� '; .. F ; i...;, .,:. 4°ei 3/4' round galvanized - k +{ F �.--D, F g R=3' 'D'Dora P++ "'�-; IIsteel step3Rods I-4•o.c. -. Mtn. h Street r de Far paved streets t1" 8l/2"' « p O ' 3=0s 4"x 4" mortar fillet 1 -boo, .c. I For un v sir I " iS' I, i A ` A �- 9�. I'-2" ` SEE NOTE "A�� Concrete rings per �. 2'-4 I � Sto r. ---------�-•I (Set Wott 4 ) F ,:� , , 6-E ben / �' T M.N. Detail on sht. 24. � Z 0' - "-• v / n' I q'X 4" morta► fillet t l J It T-TI _AOs O ESleavt ll steel 30ndimax. in paved street u II 33 if"=ODCba. r I • 1 _ Station t/2"0 4"o.c. - P I -}� t- ~ , I-4"/or paved streets_ `O Elevation Tie Rod.=1. D. d spur 2 C i t i o Sta c- >- 1 J _ _ +. +)•o m r 2' 2' for unpoved %trtiets Round edges of inlets. -I T r. �t� :. `a•. ¢a t ' --�1 �-- +�- - „ „ q LONGITUDINAL SECTION , . e i SEE NOTE A .0 o c, oil n , , / "J• a 'D'bers pA' Dare ` levatlon J •, u 6" o .0 . ovation -44 AN steel reinforcement , Manhole trumo8cover street race K4a1 4"O.C. f�; � { `,-- Per Detail at right. edges • Co C;I rnpyln T110l Sta. -,- with a Mal. of 36 t - - - - Round 6 bs -- M ,;. , a' ax. -t -Per-ManFwk D'sloths 24.6" B � SECTION 8-8 ;•� __ �..� �• -m PLAN t t Min s 2' 10'1"witnpovedstreetF D F ( Shaft not showT I n) I T f- 6" - ►- _ _ z ,ground , six Wit Itunpaysdoff eet• golvonT:ed PLAN i s401 Ste s Y+r Shaft Not Shown NOTE "A" DETAIL N SECTION C-C a'be. a v rest Manhole frame and cover Two (2) inch deep seat to respond to manhole shaft, (Shaft not shown} i ` ,. labor• St �_- Grad or Detail 'C', this sheet_ grout between shaft ands I. See Note 3 I ; ; 'F'►or• -i y,•borc T 'F'bore,' Max. � v• `•. 'A'ban i � I.• J Concrete �,� ' Minimum 2'-10 lit" for paved streets Tie halt •. rings �• i.2_0' �, {. 2 -. Minimum 3'-6" for unpaved streets �b 5" T T a reducer per 1 j ,.,+ ' �' • '8`ban t � I •a', Manhole Detail h t 24 GEWERA N07ES '' `"' 2"x I" Diamond mat LiftingSlot 1/8" deep-- - - - i i / Locking Devices ll In parkwayonly) - - - -- - 2 (two) 3/4" socket o i g.D oil/4" - _ - - I Allen head set screws y. F--6 i=� �- installed with tefbn taps. v � / �� Pick Hole 3/4�Dia. on s ee 3'-0..E-4 L ;,-T--. * Tie bars -I (� - ',' 4-111"0 C.both wayl,tobe SECTION G-G esed whoa kit so or over M i I. -HEIGHT H (in Sec.A-A mid Sec. B-8)shall be not loss than 4-0'; but may be increased at { SECTION N-M'P-0 T ` =m �' ( SEE NOTE "A" option of the Engineer proridld that Mt value of M shall be not tens than r5" 3'- " 0"��Variable m NO ES Round edges O} inlets ire minimum Specified and that ?he reduiarshall lot used For H ( Sec. C-C) ! iI-VA;.UESforA,8,C,0,,0 Elove tionR and Elever ion Sare shown onpie n. N a �•i see Note. 4. - ' 3' R. j' .. L Table of values for F and T hereon. _ Max. 30" diameter side inlet. w " build up thick ofmanho4 2-LATERALS: If lotarala enter both sides oflrrnct.air. ,access shaft 2, LENGTH L shaft De a for inlets of 20 or (ass and 5'tor Inlets greater than 20 cnless otherwise sh0wr♦.on improvement plan. Street grade to provide lovsipipe ear anon lea booted on old* receiving the smaller lateral . for side inlets- 30' diameter. i (Hoy be increosedamox of (Ilona foot at sochend to meet pipe ends. Continue o.c. Manhole frmrnt and Cover 0 Concrete. rillgqi SEAT FOk SHAFT WHEN 3-CENTER OF MANHOLE SHAFT shall be locetod over center line of s' 3. -SHAFT shall be constructed as per Sec. C-C and Detail N when 4epth M from street glade to top test Detail at right Cr per M.NDetoii, sht. 24. TOP 1S NOT LE VE L Sloan Drain when Or Is 46" er I•as , In this coils place _ Wet bisvation te{ s at this an of box is less thou 2-lOV2" for paved sfreehor3=6 for unpaved streets 4 Eboin symmetrical[ around •roil 45 w,thconfsrline. -, p -H ber 4-LENGTH of Junction structure may be incrsassd of optlon to moot Clear Opening - . ".. Omit this s1e0 . ' 4 • 4 -DEPTH P Maly be reduced to on absolute limit of 67 -hen lager vaues of P would reduce H in paved streets'-�, pips ends, but any change in Location of spur must b• m :1'�I• !�!• �, . Round edges tin Sec. C-C) to 3'- 6" or Tess. H lea approved by the enyir��r 6-DETAIL M When a•ptn or munnoh from street to T 3'- 6- s--4 T 5 - T shall be 8' for values of up to and including H' T shall be 10" for values of H over 8'. 1-+4` for paved streets e; --� +' top of Junction structure ix less titan 2'-10 v2"for paved 12-2 :for unipoved streets �... 4",+ _1- Variable streets or 3'-8"forunpovod streets, construct monollthlc shaft per Detail M Construction of shot t as per Detail M 6 STEPS shall be 3/4 round galvanized still and anchored not less than 5" in the walls of structure Arad shall project r.i ,6 for any depth of menhols to optionsl.Whee Di Is 4e"or NOTES SECTION A -A a min. of 4 inches from point of embedment. Unless otherwise shown, steps shalt be placed 1'- 4 on center. The - t- E bars lees e$ntsr of shaft shall ere Iodated as par Note 3 F r parkway wo manhole O non use Alhambra Foundr A-1531 (galvanized) ore 1 with locking i lowest step shall not be more than 2 above the ledge of the side of manhole floor. E }- r 0 bars 8-REINFORCING STEED Straight bore, I V2"clear of face of r :: I. 0 22" p k y opening y 9� Q unless ahorn otherwise. TIo ban shall I1,4.4 •peosd �T 1e"on $enter& or closer. Street seheduts d•lauadon flan. devices. Approximate shipping weight (frame 6 cover)=130 lbs. 3 7.-REINFORCtNG STEEL shall be # 4 bars deformed, stwigt I boas 1 1/2" clear from face 6 • 7-[MeEDMENT'P'sha11 be $'for 0096"ar Issfand e" for Deeavee of concrete ! s liowtd logqeass it TABLEOF BAR SIZES 84TEPS shall be 3A round gdlvanls•dsteel, and drichored pat lose than 6 r thewolte of,h.str�ctu 2. For 36" parkway manhole opening use Alhambra Foundry A-1261-4 (golvanizedl�r aqua) with locking B -STATIONS Of manholes shown on improvement phi apply at CEnftr (Ins of short, to 3 refAus s PROJECTED ON PP.O and snot, protect c minimum of 4 inches from Point of amMdmenf. Unless otherwise thandevices. Approximate shipping weight (frorne a Cover)= 575 lbs. s the IP4eln9 ahoII be 16'ort7"00 denser The law ast r at more 0,e.4F ears step she nmat be mar* than haft above se Invent 3. For 24" troffic manhole openinguse Alhambra Foundry A-1254 or equal without lockingdevices. Q -FLOOR of manhole sholl be steel -troweled. - " '416 [-RINOI,R[DUCER,AND►IPE for access shaft shall lea ootta4 (n I:2 y q NOTE: T , - 42'-64" 1603" rb MI6" MIX Mortar and neatly ♦elntedorwlPed Inside shaft. Approximate shipping weight (frame 8 cover)=315 lbs. f e0 - °T �! �s Ie 10-►►DOII of Junction structure shel l be steel treaded to spring line. " 10 -RINGS, reducer, and pipe for access shaft shall be seated in 1••2 mortar tract neatly ( • _. - i1-moor of Jvrroflon Situ ctur•, inatndins spur, she ll be 4enoff actedlot 4. For 36 traffic manhole opening use Alhambra Foundry A-1251-4 or equal without locking devices. UseJunctionStructure Type I for outlet pipe diameters of 42" or leas, and inlet diameters Of pointed w wiped inside shaft. one continuous operation, except rust a constracflon Approximate shipping weight (from, &cover)=575 tbs. { Reinforce floor for pipes joint at tbs spriab line, wnh IehgltudlnelMrrq,ls 30' Or less. �: Permflted. r 11 -LEDGE shall be sloped at 2" per foot greater ffton 60" diettNter 12-EL[VATION'6 epPlb• at eerflr of main Iris on PralenNHoa N z' otManhole shaft shot I be 4,-0 and Junction sructure oottom width sholl,be increased to In" $pa►. 4 -O minimum when M,-15. OETA�. M _. ::.. wlth6 rings when M>t5. I. r UNCTION- URE TYP - MANHOLE FRAME AND COVER A r - JUNCT Wt STRUCTURE - TYPE___Ij FOR LENGTHS OVER 7'A SUPPORT BOLT SHALL BE USED - - (SEE STANDARD # 206a) O TES '-6 I/4 NS_e note 'S) 8ACKFILL UNLESS OTHERWISE OPTIONAL TRENCH SIDE SLOPE FOR 1/4 SPECIFIED DEEP TRENCHES OR UNSTABLE SOIL 1 1. A concrete collu r is req wed where the change in grade exceeds � � .- set sf1 never 3/4''Hole, H 0.'; ���\Detail h4rton O./0 f/ p+sr fool. .a,tuiiy spac^d. \ 2. Where popes of different diameters are jar ed wile a concrete center of hole to collar, L and T shaNbe those of the torger PD=0/ or D?, be 1 from O.D. ' Y �pe of plate.-"wArhew Is greater. --- 4 " � 0•/2 I,� 3. Fir pipe kirger Ihfarl 66 a spCG Af cater a(elalr is I VIAWCd a o n le _9 2 4-�7a 3 3 4.jjL 3 ZQ• 63 1 - P - 4 a b3 flu 131 66" _- to s• 34 Or RISER DIAMETER C.S.P. GAUGE 18• to 27" 16 30, t o 39" 14 42" to 48" 12 51, to 66, l0 "ABLE VAL4J S FO F�AND T Do F D 18 T 36 t" 4 1/2" 39 2" e" e" 21" 24 5. 6 45" 6" 7" 6/¢' 4e" s• " 6» 33" 8'/4 94" e' 36" 61 " 67" 114 39" T" so,. O 42" T " 83 10°' 45" T3� e8" IOW • 69" for i ... 72° 11, 54 9' 57 a'A • 04" 12 " 60 91 90" t3/ 3" lo" 96" l4" 6' 10, " 102 " 151/2' 69" I p los" ft» 72„ 1 » 1 14" M V2" 7e" 113,d1" 120" 17 84" I21rt" 126" 17 90" 131/4" 132" 171/2 96" 14" 136" 17 1&' 102" IQ V2" 14 4' Is 108" 16'. 114" 16 V2" 120" 17" 126 17" 132" 17 1/2" 138' 17 IA' 144" is le !MIN.2#4 BAR UNDISTURBED EARTH (EXTRA) / FRAME &COVER 1. STD NO.204 BEDDING B X cr C B of/t) t ra) FRCWT WAL L STEEL REAR £AD W4Lit 8'IOOR STE L To star I PWI End, two ro roT 0 8 8 4 AP 4 &2 4 0l2 ro7 8 /? /O 4& 04sA7 of of /O" M ! D 8 8 4 00 4/? 14' 8 /0 /O t4 0e '4 PQ' ' 4 C /0" C.S.P. O.D. Ang. N0'TSS:tt T1 (� __!.$"_ I it tt '1`0 r 1. Bedding A,shall be composed of sand, go. 3 or No. 4 crushed rock or ravel par Standard S eeificatiolns or other I " S #. �• 8 P >P granular saterial-as tug J 4 t/2 � 2 be specified or approved by the Engineer. ( LOPE 1/4":0 _ Dio. holes w- Dleeae • - _ . - , 7iSteet pfofi CURB OPENING DETAIL STD. NO.206o ffi I �" 2. Bedding B shall be eos"sed of sand or other granular aaterial as may h Lj_ _ h \ DETAIL- PLATE STIFFENER p approved by tjie Engineer and shall conform to Section GALV. STEEL T PS -+-- - -- -- -- be specified or t 3/4" Hcie to I /9- / _ 30,?S6 of the Standard Specifications. BELOW MANHOLE p: �4G�/2" _ mason top plot* •„ SEE STD.NO. 20t5 #4 5AK6 LOCAL DEPRESSION ! .. , . testa safer. smogs- BOTTOM VIEW : r 14 O.C• STD. NO. 203 left "be". 3. Bedding B ehall beccompacted toa, relative compaction of not less than r iV CAGE RETAINER RING t 90 percent unless otherwise specified. 420-C-?" Cax'rele - f -- ti I 1- s" 4. PIPE TYPE a SIZE SHALL BE it j raatnrin� �Cm►a collar 4. Bedding B shall be placed in two or more lifts for O.D. greater than SHOWN ON PLANS ` :c.s.n. R.cfr o`-tt.c.P m 60 inches. NS , G.a•Its , e' THICKNESS SHALL BE SHOWN ON • PLANS FOR METAL PiPE. i a 5. Backfill shall be per Section /9-3c>r of the Standard Specifications ( r RFOOT 6. Where the cover. is 8 fact dr less, 'rfi" must be greater than or equal SLOPE FLOOR I � ' I to 6 inches. Where the cover is greater than 8 feet, 'V' must be MROwEOMM00 DH ECTIONS I New a Extol. P _-_ _ I ~ -f� between 6 and 10 inches incluisiva for pipes u to and Including 96 0 ' p p p a OPTIONAL ELEIV. S OWN ' P, e I �� � � inches in diameter. For i I ' r' �-L ,- 'r• ' '' _ 4"-eel - ALTERNATE JUNCTION pipes over 96 tithes in diameter, IV' must JOINTS ON LA I e'4-E E y�-�- I' -Orr Poc+L roe between 6 and 12 inches it ulasive. . Cant: etas - - 7 • - t / _ELEVATION I /B� 7. 'W' •hall include the thickness of An shoring. / -r cD-T� (7 r f • •" . y ., Teflon ices- L , Y 8• DETAIL OF REINFORCEMENT q K NOTES f, steel bar(, p.) 8. Shoring shall be a stinimrae of 6 inches from the pipe at springline. ! I. Riser • _ _ SECTION A -A AROUND PIPE coif and weld '•` ^� "^ pip• , O extend I, Lg few. I,( SEE CATCH.3ASIN KEINFORCEA4ENT CHARTS FOR WALL 2. Elevation a, art art Li, Ls o.• shown on poll.. -' .. - � A. An improved bedding method rsl1a1,1. be submitted to i<hd:. Engineer for an � • s. 4 3. Corrugated peel Pape stall conform to AASHO M-38. S/B" x 5/a' S�pCCer_. tsW' other than that permitted y f ANP FLOOR 5T8EL. - * " State oseembly shall b• gafva ize after fabrication. p d, ,in note. 6. ` +c ,JQ12- S.For Di54"mdferger, weld s'hrlrt�x'/langles toOats wtmf"wadeardac. �. CATCH BASIN SHALL BE CONSTRUCTED OFCLASS'A"CONCRETE. X fi n• number of bar{ an grate astowmil I/Z Allen DOIt -3- 4 Circular Ties 7• Dame of pipe for dkn w De shaft be sane ag for nw. 10. Thk trench bottom shall be shafted as hown, or the contractor, at ibis 3 CURB 8 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED a Riser 04 ►tub shall be shop fabricated and golvafted after weldhg. HOLD-DOwN option stay choose not to screed bedding "A" which case, the pipe PRIOR TO CONSTRUCTING TOP OF CATCH BASIN. - •- - ---,-..;,.�: _ �.._. _ Shall be backfilldld to a depth of 114 O.D.i h b at his expense. wtrench slurry - MODIFIED State of California, Dept. of Transportation , Standard Specifications , oil n ' ..a..-.. _ TYPE A BEDDING DETAIL - °, - ( i G s CATCH BASIN -- CONCRFTE COLLAR DETAII / C S P RISER DERAIL PLANS PREPARED FOR COUNTY OF SAN BERNARDINO - E.P.W.A. .; _: _ _ W.O. NO. V\jjLjj)kN4S<)N0vtVSQwwW ROLLING RIDGE ESTATES PARTNERS TRANSPORTATION DEPARTMENT BOYS REPUBLIC NORTH CHANNEL 3i5I AIRWAY AVE , SUITE G " sUBMtTTED BY C.D.E. APPROVED BY ETAILS FILE NO. 17782 SKY PARK BOULEVARD• iRVIRiE, CALIFE3t2N1A 92714 • (714) 549-2222 D APPROVED Y DATE COSTA MESA f CALIF. 92626 RECOMMENDED /APPROVED BY ASST. COUNTY EN - A DATE" I - 129 - 1 # - - (714) 850 - 1001 3- .P S � u (l 8s ENCLAVE I lot-N0. DATE _ APP. REVISIONS ASST. OAD COMMI`5 ONER EN R. DATE COUN Y N DA DRAW; DESIGN C SHEET 5 of 8 WALL AND FLOOR STEEL 1 IV"SPRINGLINE 4. For pipe sire not hsled use next size kvgw DI I (Typ) } k " OPTIONAL EXCAVATION LINE t D: MIN 4 MIN. 5. Ord retnforcaV on pipes 24 and less inn ammeter and on a// s where !e A is less than !D' Dl S" i -- • • . ° . - - - - - -- - -' - - - 0" �- 1/4 0 D -SLURRYWI SACKS PC /C-- 6. Where re#orcA99 is requyed the diameler of the circular ties 111 shall be 0 -t (2 x wo/l thickness ) t 8" 7. When DI is equal to or less than Dz, )lain inverts and when a is greater than Op, join soffits. 8. Pipe may be corragaled metal pipe, or reinforced concrete pipe, 9 Not to be used for a sire change on Me mainline. D L T 12 i(O 4 24", /.O • 6" 36" /.5 8 48" 60" 66" d 5 175, 1(D_ //Or 1.75' - ° .' . - I OPTION OF CONTRACTOR 1 I CUR LINE BOTTOM VIEW TCP PLATE o/ �_.�� Ring O.D. e e • ° ° , .Q • ( ----- - - �_�- h See :allot) for/ A9 112 O D (4" MIN --- - - - --: / �Tyr1'n"p+aee: W A4R FLO LINE Locking Device J -Vj2- ( ` BEDDING A _ %Elay. A�03 { I/4 EXPANSION 0 '/z"gd.Pipe or mild steal bar Q. �Si400._ MIN oil SHAPE BEDDING AS SHOWN TO SUPPORT MATERIAL - Q T. G. / ` 2 R. C. P. ( SEE NOTE 10) 1 \ d P• jil 114 x 2' wide u. r-f'/tlfl' ", y," i 71 - f s'0'Lim, Ili t JOB NO.80141.1 ° . . Y „ F.A AK, t;,. 1 r co vsz CoArC: ZIAII la PE,! OE'2-'4/4 ;4 Ty/S SyEET /v0T2S_2s 0 caticeETtE G/.u�.vG !�`T,�/� c_/o scA� E A ^-A�7ZTc� a,Q�/N .HOO��r .�,CGti4,P O.P.Oi�v i.✓>O �VEi✓ A .V - -1- --4- --4 OO f G1,4/E o,E>,qi,� WILUAMS"O"N '^,t7 SCHMD J A G'O.vST CONC. L/�/ G H SNEE OeZ 414 i4.1' 71 S Cement mortw \ STA. 25�` OG. 33 31 iN.��O,F ,EOG.E' OF iPCo G.PO✓,E 41 .On/O �silO.P7.4�P.E0. Reinforced concrete or Cl p. �1 r min. See Mote S • tatwni �� %� - �' Bedding of ( -- POD ey A Wei pipe +/ Bockfill / \ Baeao. ttfn .« otwn ! • Pipe bedding - Pipe bedding I . �llndishrbed earth --- PLAN SECTION A -A SECTION B-B NOTES I All corrugoted meta pp* one htf ngs shell be gob.onlxed. S. Center litre of Inlet shbil be on radius of mom storm drain except where Elevation S is shown on project drawings. 2 Angle A shall be shown on plans and shall be between 45•and 900. and D ►holl be 24" or less 6. The opening into the main storm drain shall be the outside diameter 3. In no cost shall the outside diameter of the inlet pipe exceed of the inlet pipe plug I" mirrnwm or 3" maximum, one-half the inside diameter of the main storm drain. 7 .Sotkfill wnh slurry containing minimum ly2 *acts P.C. / C.Y. 'L/U�CT/O/t/ STi �U�' TUBE" TJ�i©E ..LI A/D TE"5 7-2A,l/5/7-ICA1 67-,2UCTU2E /VAe- L� .Q�F F0002 D/Nc5.V5/DAJS STEEG A7.E1A1FO,eC6AfeV7- AAVO C40.V5T. GLTA/G 5 Sf,'fIGL P4lW2 C,4 C-TeAA./5 STO. O 8o Fine .5/,VG46 BaK CUL VE,er A11 TN /Z ' SPAA/ x Z. THE /A/ TEQ/0,2 SUe_frA c,5 5,4%4 L. L B6 SMOOTA/ A,uO ✓A,eY UAMIORA& Y O9 rW,EEA1 Tfy'E rk/O A O✓01AIIA14 5EC7-/04/ 5, 3, /= 300C) P5.1. AT Z8 DAYS. r NO>,xE- �9,G.0 IyO.P.r 7'O B,E ,3.�/.4,C,C B,E OON,E'- /mot/ .4CCO�POAi�/C,E e',.9.0 �,E,E- G�P.40i�/G �,C �4�t/ FO•P Fin/,E' G�P.40�i✓G .47.POUNO T.P.4�/�/7�/O/✓ VAZ/E5 •' B. *O' To /0,50' i I • V 01 o SMOOTH a TZ4Al/5/T/O,V-TYp, 0 &1 T YP/CAL SECT/ON 8 %s e STEEL A?E/,(/F, loeR C1L M-4N5 57-Q D-Ao F� Er/S7 C.L.F. TO 6E S74TE IIAV)I 7/ s_ ( REPLACED !/PON �,�-� � GOMPLE7/ON OF R rWa E rl rr Cl1ANNEL c10%a / - I /o' d 40. N 260SS'52",' - -- - �o RZ .9/1/ CONS'T. M. Al OPEN/NG PER CA1T9,4N5 STD. D-B 3 !✓ITI/ ",frs/rRE ",INE � COVE,Q PER OETA/[ Sf/T to EXIST 08�• RzwovE Erar. eg.41oEL EXTEND RE/NF STfE[ 16 " Min/. DEBRIS A141 Z /NTO EXIST OBL . S x S ' R. C..8. An//,J GROUT R0[ ES SO[/0 t F/N/S// GRADE ri IAJ n� • i s�crioN A - A TRANSIT/ON 0 PROVEC. Q� -' wjJ Sing!�7At, 44,Y CO.vSr. 1 SNEET. 8 /N�T.QL,C /.2' O/i;� C.'�•G .Pi"�.E-�C' �/O GAUGEi GALt�.� SEE C.�ET,q/L.- T�f/.S 5'f-/EET T/2,WIV 5 557Z A 78 - A_ 9� — CGic/�7 COit/�' B,GOC.f' `VAL L �E.P7- 4 Ti'✓/CA- CC !I S5 F COvVC' ' /4!i/It/G A//711 *4 94,PS 41";'ft " 0 C EAC U W4Y 86g.0 �- OQ mNCn� SEE 64FFLE Peru ar. 24 SEE jCl fER DR.4/A/ AlOL E DETA/L ABO!/E 4" CONC. W/r// 0.4 184RS @ /8" O. c. E,oCA/ I✓aY SL OPe va.e��s 2.G90 T 4.3�; e t01 , # 8 � ,4N0 A QNd+, ��j�OPE OF / r L t T __.. A 70.50 OS 5 5 20.00' /o w- --..> ,✓'' cc s� GAP 5L 40 5 TH !� - a 93 e 110cW¢3" s 5' iO. 67 5.35' f'L_AN /9038'39" 35 ' /Z. ono ' 6 oc ' ----'""'- __•'"-" "..-.--• ,, f r--' f-. 7EAS /N� �TYP4°t 9'Z a' n� o ,' O 6"3835" 333 60' 3B.67' /936' Wl lAMSu'N'N;I,-SCHMlD 17782 SKY PARK BOULEVARD IRVINE, CALIFORNIA 92714 • (714) P49-2222 r DATE 7/ A**je=tJUII PLANS PREPARED FOR ROLLING RIDGE ESTATES PARTNERS 3151 AIRWAY AVE ,SUITE G COSTA MESA ,CALIF. 92626 (714) 850 - 1001 E,Y/d'r. CONC. 0/TCN N � SEE 6AFFLE DErW& 07 2¢ SL OTS E1iE PY 32" kE/17-/CA4 G Y 4,C49 ,411120 STAGGER A[T!reA 472F' 40,WS. PER C.4LTRW' S sro. 0-q6 048.0 F/.c./. SURAAC8: OVER P/PE . � / / • Z /2 GAUGE l - w COCIST. LAO�ERS PER CgLTiQAt1S STO. C%93 / PER O. S. ff A . .QEQV/RENIEtJTS - UJELU /U FLAC6 #B CONC. SLq�E " N P,PG/"ECT/O,U - „ Ta B E Cavc. CJ rJEp F 8 \o COUNTY OF SAN BERNARDINO-E.P.W.A. TRANSPORTATION DEPARTMENT SUBMITTED BY C.D.E. APPROVED BY z 1-z3-B4 S- &1Z7- RECOMMENDED/AP ROVED BY ASST. COUNTY EN R - ROADS DATE /-83 Rcm. vc ne . L� " oniV/ ,, B4'C. S,P_ LA ND. DATE APP. REVISIONS ASST. ROAD COMMISSIONER NGR. DATE COUNTY ENGINEER DAT RAWN DESIGNED CHECKED Q � z 'TH/C/l.V E S S l(1 RE/AtJF bll. 1""4 @ 18" REP'IOUE /4 L.l� f OF EV-15T 64" 43oTI WAYS C. S.4. f�, l4/SEJ4 I.�ETA /L m StFCT/Ow OA1 CEt-1 TER L. I" F—= SCALE : f = 4' W.O. N0. BOYS REPUBLIC NORTH CHANNEL FILE NO. 1-129?1 ENCLAVE I SHEET 7 of 8 m0 x JOS§ NO. 80141.1 �.. .� ,i�'�-}sr'`�"i"ns' <'-Fs`J'' ram.. .- E •._ ''�.. _, .. "� r,� r S TOP of cone steal; be -� s r z4`olA.- placed a minimum of 6" Ce A Structural mroadway c u al section o - ' - - 4 AN61T ,... ...._ ...; ,...., .a. :...,-..,�.«-«..-..�, -. - _ .. -.'� 1, a 1, SL 1" below bottO of a" � t , a Cover to M 2B ff " -- _ _2," - •. _ r, G minimum of 16" below Q SURFACE CE ,Aoi �"'-____"'_____-27 ----------- NOTES 11.. _ / p ' —�t" �}OALY. �•yr E E ----------- 1STEEL STEPS +: : li t.Ht, I --- --- ---- " !-�-.� -/ _-1 �- --{', finish grade, which- 5"A , ?7---------- r - ) _- --- I I CAST IN PLACE a'y ° ° •. _r_ A /. /t"H /s Ness lhpn�/'-6, w=2-P h I / 6 ��---------- '3 __ T i _ - - 13•- 1 -�-- I ri N ,� 11; ever is greatest. A r --- /f H•s btfwV,7I-6"ond2-6 W=2-6. 'T--�' ----- I; 1 I '� i ' 1 i i i I I " L_ �I ^� n< "H= is 2 -6 or more Iti'= 3 =d.". 1 / / / I �� ' 1 I ' I I ' �I'1 1 F a' '►W T a , - d %t /s mars Jhan 4 's, bring walls verticol/y !0 4'-O% "below surface and loppr I !r ! I , I I I I I b I r' ----" , s" �- -1- -= from 3L0 to 2�-O os shown 2. This structure shot/ be used with Standard Pressure Manh /e Frame and Cover, r of rr ht it may be used for A drostptic hoods u to 25 above the steel \ 9 Y y p p+ble. \�\ / I �. ( I 1 �'�" �1 1 t /^'f // • I ' 1 1 I .� 1 �" �'— 4 9'• U L� \\\ 3. Where "Pressure Manhole /'s specified on the storm drain pans, Standard See PNoi/'1 Q q- x24f "p a t ��►.-- \� 1 1 t J 1 n 1 c� t 1 1 Pressure Manhole shot/ per this slondo/d and Standard Pressure Monhok Frome and " 1 - �. 1 "�►, ""ECCENTRIC CONE Cover per defoi/ cet eight shall be subsituted for Concrete Mngs,i bducer and Pipe. See ¢eI°!J \ b ( I ` 1 1 4 8X 2 4 -cloth h7m rHd T• j �♦'' � i � a -Ma chine finish. PLAN 4. >c=300op.s./. of 28days. , , ' rubber gasket.--------- h•-------- ; - ►�i SECTION 8-8 • rh,sad for 1"/ Half S/ti t I at mach _y ac s (� o' • I Bp _ _ _ _ _ _ _ _ _ 3/_ _ _ _ _ _ _ _ I ' I =� , --- NOTES: T.MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY CAST IRON CONFORMING TO THE LATEST A. S. T. M. jA c ,-? X2"xT• square washer 1°;I" I _^ -- STANDARD A48, CLASS 30 OR BETTER. PRESSURE PLATE SECTION OF MANHOLE �-- 3 _ ' SHALL BE STEEL. 2. .4LL PARTS OF THE MANHOLE FRAME AND COVER EXCEPT MACHINED SURFACES SHALL BE COATED WITH ASPHALTUM V - 4_2 i Ground Surface- f 71q—i i I , , 1 � r AtonAote wo�j 1 FRAME 8t COVER ! i " , 4� h- - - - - - - - - ??.31'1 .` r � I.._____ �_______ - - •� , PAINT. 3 MANHOLE FRAME AND COVER SHALL BE TESTED FOR h,. --- 14 I I r • `• 3 • / -O". j \ L1X�"� ACCURACY OF FIT AND SHALL BE MARKED IN SETS „ t1 - b Embed 8 ���\ I / x SECTION A -A BEFORE DELIVERY. THE COVER SHALL FIT THE FRAME 4 4 48 x30 MANHOLE PIPE JVGo/w Step ''Wrought it . /2sets rep'd--- ��Oi SNUGLY BUT NOT TIGHTLY. 1 1 1 I Sid.DWg. 2-D96 i I?regd- ----j i- T iO� Ho/t $40 4. COVERS SHALL BEAR THE LETTER "D" FOR STORM DRAIN --y —I �� --Electrically but/ weld ends or '�� y ; � v � } bl i Q V - STRUCTURES. • TYPICAL SECTION lop ends Of bar /B• • I 1� ? tf11/J �`, o a "� _ — �i (� L,1 Q 5. WEIGHTS OF FRAME, COVER, AND PRESSURE PLATE SHALL =M l 48"I,D, Eccentric Cone Mp/bte '• — O �+ NOT VARY MORE THAN TWO PERCENT FROM THOSE GIVEN ,- „ "-►♦ , r •'by ` \1 t HEREON. = •� c i Manhole + - * ---t+ O 6. WHERE A MANHOLE SHAFT IS REQUIRED IT SHALL BE A �`« S c ,� 4Bor3• "� ~ _- -I - • STANDARD PRESSURE MANHOLE SHAFT PER "tVETOU'4 tom- Z I/Y --- g "4 HOOP BARS DETAIL"Y" 'DETAIL "ZH LETTER DETAIL(3•t•G•J AT LEFT Pavement to be finished min. • I _ __ O 7• THIS MANHOLE FRAME AND COVER MAI' BE USED FOR �� �� above manhole frame. E ' ___ __ __ 48 xl5 MA HOLE PIPE .NT_.S NI / 1 a " Half S/te L. _- _ ?7Am , ZT�j" HYDROSTATIC HEADS UP TO 25 FEET ABOVE STEEL PLATE. WMre H a more than 4-O. D=3=/fit for rt3pmoSf hoop in shall; f� 1 ' -►-- W4 Hogos#12' each /owJrr hoop /n succession /ncrtoses 3/�Sr m d/ameJer Ja o moximunr ;See detail - I " "I i - (��' -� r 8. COVERS FO/tl MANHOLES LOCATED IN EASEMENTS. ALLEYS, o✓ 4'-0 in the wertico/ arl;on o/ Me shaft I 33 11 ri i .A �� 1 �'DI%t/0 ho4s. PARKWAYS AND ALL OTHER PLACES EXCEPT PAVED ®3 3 p for holes- F �, ' l j STREETS SHALL BE PROVIDED WITH ALLEN SOCKET SET - _2_ - OpHono/ 15' dowel - - -- --- -- ._ . -I I 1 SCREW LOCKING DEVICES. THE CONTRACTOR SHALL DRILL 1. See Detail at left for Manhole Ste s ao►n and lacement_ .h - ` �\ ♦ j B � � I � � �s \ • AND TAP TWO HOLES TO A DEPTH OF 1 INCH AT 90 DEGREES N(���� „ _ „ � � 9 P /=;I I • I ®Prov;dt construction joint with continuous h%� r 1 /Qli TO PICK HOLE AND INSTALL 3/4-BY-3/4-INCH ALLEN SOCKET i�� Z. Steps 9 m length shall be used in 48 I.D. units. 777 SET SCREWS. �� i �$�j•i I __wr? w�77 ~ I ai pouaedomono/ iAicnw h manhole o storm A ' ��?' B �' , �'- �� , -- I. See Des. C Sht21 for Manhole Frame and Cover details. 1 3. Material shill be 3/, 0 steel conforming to A.S.T,M, A5T5,_A576, or A615, galvanized after fabric its > ® .'�� ,1 in accordance with A.S.T.M, A123. ~ - '`�*-� r t o \=; •2. See Detail @right for manhole Step details. Max. spacing=l7. �� drOin Conduit 4, _S p��hol1 have o mirliIT of inch from aointof_embedment and a minimurn of 3 embodrn"t / "I' \\ T.1ur + • 3. Construction shall be in accordance with Standard Specifications Manhole a - a/n }• N �� Storm Drawn steel 4. The manhole pipes and grade ring steal l be arranged in order of aO1e longer to shorter lengths from bottom to top. /%i.Qii/%:OLE S%EP QEr,Q/L SECTION A —A L�:;;.__ � ge g FRAME -PLAN COVER -BOTTOM COVER -TOP PRESSURE PLATE V0 SCALE Woolif /ZLbs. Mil h�bs _ 4pids - PiPESSURE M-4A/NOLE - SHAFT PRESSURE AIAAlHO44C - FAUME A A/D COINER �y ,V A NOL E V46rA/L S NO S'C.4 L E /VO SCALE i(/O .s fAL E \\ \\ *7 @ dAz „ 807 24 *4 r- — 1? 6" (TOTAL 5) T0P 2 I PIPE PER IMPROVEMEN I, 2, SIDEWALK FINISH OR GRADING PLAN I -GALVANIZED STEEL ANGLE a HINGE COVER AT TOP OF FRAME �-{ (a1 2 / 3t RECTANGULAR 'v BATTER 4.12 SLOPE ;PER FOOT FRAME a �I. COVER N1 71 z . P.C.C. INLET INLET I TYPE II TYPE I t?" AF4441EN SECTION A -A PSLOPER FT. " �d A sirucrawiff 4" MIN. I \ 1 OR a ' 1 � tit ,!,!= UPJ7iPE.tM ) li 6" S 6" •F-3"MIN. K 3012"MAX. �ICLEAR I 1 6' AID SECTION -INLET TYPE I • JBARS 1 A �`� I R/W 'toSECTION B-B < I SLOPE PER FT. 4" MIN. STEELI 1 • �.� - 2golho 1 -� SECTION -INLET T , so• , B I a •( 8 YPE II G DETAIL OF ANCHOR —1 1 (SEE NOTES S 6 7) 1 rn I I 3" i a I V''—ANCHOR f h 1� I fir/ G EN6TH #4 O (2 TOTAL ) OR !2" 4T" ,DETIdEEN NOTE ,4CT1141 SWAF $T/P!/CTl/RES C F PIPE 0 ENIN6 MAY S G C== (F G" (7074L 1 5 'c• TJ T • / �/ E TD ��LL uQI/V j /2 GAGE G,4Z.11IN/Z f,o STEEL l'L ,4rE 05 C SOILE •4 (5 (TOT4L X (COit/G LEG ,BOLTED TO .C•�/,fE�� POINT M POINT N i POINT P POINTQ s -- A PLAN �--" IO' S 10, • •• • d44'� _ — -- 2C.GRADE LINE A j) SHOWNONPROFILE _y ( 1 M / " ) / I 4 C•� � 0.C. E/4 k,4r #4 0 to (TOTAL •/) - --- — —_ FLOW LINE NE -- POINT P POINTO POINT M POINT N r p I — :in ` V --- - PROFILE j ___ 7�-a6 B%r" ( *4 r--@ v l a - — _ r NOTES: STEEL LIST I .I I 1 e 4 (IYP.) 1 . \9 I. FLOOR OF BOX TO BE TROWELED SMOOTH. 2. WHEN THE TOE OF SLOPE IS WITHIN THE R/W, INLET TYPE I BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FO$ OPEN DITCH APPROACH (TYPE II) THE 2'EXTENSION IS NOT REQUIRED ! WHEN THE BACK OF WALK IS 2' OP MORE FROM THE R/W LINE. 4, TOP OF INLET STRUCTURE (TYPE 19II ) TO BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICABLE. 5. A HEADED STEEL STUD s"X68" WITH HEAD D=1" ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND 0, B+5' AT POINT N AND P 7 THE 3" LEG OF THE INTERIOR ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. I — 40" DIA. - J t AL 4 @ /B _ z "C/r. LI I DPP f✓41 z 7 ( - I t4"R. C.P. PA. R!<IN.4 Y CUL INERT �. . - ' �q---------__ .- No SCALE #4 — /e " 4 (TOTAL 4) #q C' /B" 'Ots c-� @ B% r t�AFFL E DETA/LS` SECT/OBI! A - A �UNGl/DN ,BOX SECTION ,a -B AS� PLANS PREPARED FOR _ - - _ COUNTY OF SAN BERNARDINO- E.P.W,A. ,0O \AA��AMSpN(��SCHMROLLING RIDGE ESTATES PARTNERS TRANSPORTATION DEPARTMENT BOYS REPUBLIC NORTH CHANNEL ROAD NO, 17782SKY PARICBOULEVARD • IFtvINE,CALiFORr,iA92714 • (714)5492222 3151 AIRWAY AVE , SUITE G - I SUBMITTED BY C.D.E. APPROV u BY COSTA MESA , CALIF. 92626 2-z3 s4 RS-Bu/LT RECOMMENDED / APPROVE BY DETAILS s FILE NO. APPROVED DATE rr ASST. COUNTY ENGR. - ROADS DATE (_ I29 - I `yL� .... iPEMO(/EMOD. ,TIT,57'e., ADD TCTBD.%' U - l I 8 3 i (714)A p /� /� - ENCLAVE I 850 - 100I NO, DATE APR REVISIONS -- __ __-.— 3 ASST. ROAD CO MISSIONE ENGR. [SATE COUNTY ENGINEER-- DATE DRAWN DESIGNED GHEfKEb E 9 GALVANIZED TEEL ANGLE ANCHOR J aAIi SIZE SPACING N H '1'-0` 3` 22"X 2'X J" 2 N3 7- 1'-9. P-0' V-9" z-6, V-6" 6" 4'-3" 4'-6' 4 3 f X 3` x f " 6 f 6-3" 5-6, , 4" 6'-3" K-O- " 31 6'-9" � } 1Y t€ _eel- JOB NO 80141.1