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HomeMy WebLinkAbout1590-27,BOTiy 11V YS PiPOTEC T/ON BA.P SLOPE %" PE,P FT SE-EpETx/L B 0/v Thi/S Sf�EE• T =� ;. • . � ,. F'7_. �- SLOPE `_f f 6p- illillill ot : . ::• (TYPE 111111111111111111 1-0 All , .. G �� •� �4t@/Zrr M STEEL STEBS PErP C4L T/P,4iVS STD. .'••- OrP�/!�Y//VG O 72 ' SHOI�I/N 0/V /7-/ //, COIVSTt JO//VT #4 @ /Z// Q� v I ZCLEA,P v� ' 'V 40 to •do da, (UNG ESS 07119A;'14//5E NOTEO> ECT/O�IV A NO SCALE' /it/L ET AND�O/P OUTL ET P/PE' �yIAY BE /N •A/VY /i1/wz) Ai�OU/V,O �/PE 4 " TP/Ce 5TEEL PL/J TE PROD/DE 5/ OT f0R ANCIYOR BOLTS De/L L �D�P suPPO T BDL TS T�/C� STEEL PLATE "HOLE /N STEEL PLATE 4011O1,4 11f/EL �Oit/ STUD ANCHORS �FFJLL I�YELOJ - r��,pQ /�p�"A//A/l EFTA// Ni%TFS: PiPOTECT/O�t/ BAiP -3/A �" O/A. /2" O/A-L-SI�YEL DUP (PUL "sU�Po,�rBolr -3"iPAO/US CURB OPEN/NG Pe7XAZ iV0 S C14L E / 3 O" FO,e !� LESS 7X4/V 6 ' /NSTALL 3/4 ESTE-EL. -- USE !/v�Z STEPS PE•P CAL TiPA/VS s TO. O�PAI�Y/NG 072 SNO�Yii/ ON Ty/.�' S C r10 ,Q SyEET �J • NO S CAL E BEit/O ,001411V ' T ,� lNf�E/Y DUTL ET P/f'E E�►'TEiVo�s s• pWOP 5rR'6 /NTD Ol/TE�P .4PiPON ,400 3 tBAiP E 1~ -Q /4S Sy0/it�/V OSP •A O !il//rPE /til ES S r,4 T/ON L EDGE �TYP OC,4 710,V) ���k 41 T�PAiVS/T/ON .a �N d � '•` .. �.r, -�� --- ^1`C �w f ..�� �. •e-� �.-•. fir- . �-'- . �' ''►� r \ � E.YP�9r1�s/O�V� t # kw S� JO/rV r ,�vo2 4 �• ���. $ �14,�s _ _ _ 1;. o iV/�OL E �/ AS SN04(/N ON pl�1/GS� IA47,-4Z L yIA F/PAiY/E %- CO!/EiP PER s e. c0U1V Y STf� Ol�yG, Zoe sNOwly ON 7-1-1/s sNEET ,q/L s - Ty�E ,B oEr > • CA TCy A9ROR /�o scAl E Q it o SEC 7_f/O /V 8„ //O 5c'41_"6- P/PE �iPE C/9�T COit/C�PE•TE E'ND I � BL OCK TO BE' PLACED Q IE lU I I N I I I 041v I//EW NO _57C41 -Z7_ /94AI/-/OLE lW141 �E 53" call EMP OF FO/V17"- 4 STAiV0,4.P0 OET�/L 109 LEDGE IAL T L LLAT SECT/Oit/ 0 NO SCALE # ¢ BARS PLACE, ,O1,1460i(/,9L L Y PLAN V/EW STORi1? ORA/N CLEANOUT OETA/G LL BE 11V_5 .9L L ED 1. TiyE STEL PiPOTEIT/ON BAP S� STEEL PLATE Sy�l E/Y BEDDED"0"/47_ E,4Cf/ -Al , , 2, SUPOOiPT �O L TS -S/�AL L BE' Urt//FO�P/I/!L Y SPA CED Z6,1117 A1017 -TO E�f'CEEO 71 0A1 GE�!/T& 3e so o oolPT BDL T _5f�WL L BE AL /�AA�/B/PA FOU/VO�PY f'-/S7Z O� STEEL PLATE S1/,4L L BE- AL .y,4ylB.PA FOU/VeaeY /9- 5!P11, OlP �r�F�PO //EO EQ U,4G W1 TH ADD/ r/DNAL %¢ " TH/CoIr S rEE'L PLA re acs' -5#49 iN . 5. PROTECT"/ON BAP S//�LL BE' ,9L y�9�lB�P�9 FOUNO�PY �- /S� � L/SEO liY/Ty AL h%4/Y!B/PA �- /S•77 E/VO A/1/Ch/DiPS OSP Af�PiPOI�Ep EQUAL 1•w.�1 t.!•lt.tw• i •1N O.M.. ri'�t •lae�_•�cs .r,«,..•.• 0,000 w { i seer tte.t «•.••t• S0M .�! w "tow tiT t two 0" 1Jl ro • t' • • 1l11! , ! (�_- 11! 1 _ Y• •'11� ii/L!� ` t•o.� T tt{ ftti sw ,...c'r.raa,«at, man _ ;� 0.000.: .� - - "T � " ('�-1--•-� -i N � ` t• Imo.. ' _ - r,11e ; - --•-.. s.••.•.+ w te1.+ e!. 14'71 t .` I' f � h : �. ° . . I .• - _ ' 6t 4t..t toffs (� I \ , // • • r 1.. «ta.Mw . owot•r r«.!r »r 0t»tt /•t »!. W w • - � - I 1 �-. r-tlel •fleet M•ee W MIeYelW M M tw• tw! rr i .w ».erMN.w f!w ' '•T ' . •. J - • t4 r. - r' •� ' w .w...�i •il.w+.r aw w� •w.�• . M' trr•, rrlr dk a� I't+--2'-01'1 rn-••ty �ti_Y-p_..eJ ! sw!•rrM ..w+d r« wli %I - s'. rw rw"..•.M .0�ri--Y• n r. --�t•i .env «. , A JOINT DETAIL ` own flow +!0'»!«rwwwe '.I -we "im 1''•0.04 r.. INP S••o• +�./ it sol; r,r " SECTION D-0 SECTION F -F •"'n"r So* two •�,• mm N: e...0 toar y -- t e!r "• tl..l roe s■ 112" ea.n SECTION B 9 /Mese two fps I• wft ( e.«I-Irsl«r 0000.01 Mews two t1M J . i- ll1 ! On«�..e...• "ft so sees 0000 eew ass-il4 rt.. sw -+ r % )oSIP omtl 1r. -e i f settl..esMiwt M , r 01101 04 01•.10 ( r ------T ' 1 / " i M 1100 ItsH t are+ pree eeMr tees w« rN•er trrel W • e1a-rta 1►t,1 i v bo. st>M ^w.y w t f trre 01 1.ls t..1e st.w1 urt4t aw --rJ -700 r ` •-. 7 % .,.fe N w 04111 • $44"W". sr sea..e t•M.r«+w a sIw •..natral► -L r • _ - - _ v • 1 ti r to CIM • r • net a Mtnr w«s•w..Ms•'et .w tr«str. �� it Sol .wt r "W ••t• •w% we wow w•r!s*ea « Ia1•evo ' • _i1_ ' o = =_-' TIM • 'N Mrta STEP DETAIL 12 ` f1M•�i1 G.Ia 0~ b77••• OTr• 9 t11.r r• lsaMe rw•. rn.e .� � Wet •� j I '- OI w'°•pteM Mrwew" w 000 fen► TT.! 2. - TIM • S\ l I& MMI r•iniv ifq M1 I•tMir'N dMw Ne.'•r IM.. •4 ewM m 1t' I « t, 11 « I J I • COeK R2Tt CU9K 4100• J 1 � TYPE G G® N•,'•o 1. a -o• lt•a I »• W'-1.1. 2d•0• la•0• Yet •�•- Z'-�� IM- +l•1 . ' '• 001 TIttwl TII 1t.ri0' ►cc�s.nwtcn "'•''• •rt 0 r ptwlcT:1 l -� lrt'-••4W%wM -J L. t�s' A► . etw0t ar • S't free sale w Mta• 1i•'• •••a 0 - i 0. Its 0 220 l 11 l 1 1 TYPE G4 Mae. ere „� ,.Tpe •a ewl eeewl SECTION G -G 0.2 its o. 207 TYPE G2 0001 001.0 W1tr ter! TAa 4 • I 1003 0.220 111 i 111 Tree A two rl.e- �• * '-'+ •. W t x' 4.4' fMr .00sae (24'1 1.17 0.297 3.N ,� 0.'•O «1.1rr �••.•+••'i� 2.0•x, 0-4 ' r.4t•�IL![f - -'- = lti-i 10 o 220 few ' 011s�s10 :( •' _ * 0-41Loo o tso ul i n1 I •tom M"•G � I � j •/••' MNM/.r.r e1e.MY bwgm a••d: TrM bond r ' I b O,i LLZ . • a•r•!asse.eatw '�_ta.�e t►-••r�.-4_4�40 • i i ttw.»1«HM MMo! MIelNwttelMe.a Ulwleit.iWbe e.1l1t1re.r 0/w 1,- a lt. • Ma» two ,,a 3L" nt A s,nv t.u„t r 23 3V DIA. COVER M N I Lic T��� t� 22" DIA. CLEAR OPENING t� N 2 2 _ 26" DIA. MATERIAL ; CAST IRON (ASPHALT COATED OR GALVANIZED) �4_ NOTES 1. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. -� • 2. TOTAL WEIGHT OF FRAME AND COVER APPROXI 130 LBS. •. •- • ' 7.0 --�- - { t t 3. MINIMUM CLEAR OPENING 2211 DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. Lt•--t•o'- -ems-� .t•L SECTION E -E ears/..... na.n.e SECTION C C I' 7_ -- 4 4br4w I 1_ L J A. SECTION A -A • . • •'+ , 1 o`ew'v 0000 ALTERNATIVE A1JEAf1ATIVE i I t..•. 1 T• - Tte1! '•••••• 1 oww « • t5 REINFORCED BOTTOM HALF ROUND BarTOM 0.w t 1 14 , 14 t l « 0401... ww I: . « Tir to J r •' ■ « : Ltl- r o --t- t r o -c• 7'O �t J TYPE G1 TYPE G3 TYPE GS v 9,2.,71-... w.,.lsp1•etot.« ,, 2114,72 t►,.,.« �,,. , STDiP/�'�I :OMPA/✓i/ CL Z-14NOIlT lSTATE ~�'A I -O'`�0~'� l TYPICAL SECTION 1"atlf.atc.OT•,xcTlowat NOTE'S OscxIFORNIAL.HAMBRA 01131NEss ANO TRANS►4)ITAT*" AGENCT °E°A"T"E"T Of P"G"v` "'°"`S °'"�°"°`'"'"•'� DRAINAGE INLETS D73 -I A-1530 OR EQUIVALENT SAN BERNARDINO COUNTY ROAD DEPARTMENT MANHOLE FRAME 8s COVER -PARKWAY 204 GATE: f•v.C. 7.65 John R. Shone COUNTY HIGHWAY ENGINEER 6' 69 TO 6 9" 7' L 11, Orla, . e1.mo.r *AM „*4- 8�" To 90 " 9 ' 9.,% �OLEAR OPENING NOTES 1. SEATS OF FRAME AND COVER SHALL BE MACHINED TO PREVENT NOISE. -� • 2. TOTAL WEIGHT OF FRAME AND COVER APPROXI 130 LBS. •. •- • ' 7.0 --�- - { t t 3. MINIMUM CLEAR OPENING 2211 DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. Lt•--t•o'- -ems-� .t•L SECTION E -E ears/..... na.n.e SECTION C C I' 7_ -- 4 4br4w I 1_ L J A. SECTION A -A • . • •'+ , 1 o`ew'v 0000 ALTERNATIVE A1JEAf1ATIVE i I t..•. 1 T• - Tte1! '•••••• 1 oww « • t5 REINFORCED BOTTOM HALF ROUND BarTOM 0.w t 1 14 , 14 t l « 0401... ww I: . « Tir to J r •' ■ « : Ltl- r o --t- t r o -c• 7'O �t J TYPE G1 TYPE G3 TYPE GS v 9,2.,71-... w.,.lsp1•etot.« ,, 2114,72 t►,.,.« �,,. , STDiP/�'�I :OMPA/✓i/ CL Z-14NOIlT lSTATE ~�'A I -O'`�0~'� l TYPICAL SECTION 1"atlf.atc.OT•,xcTlowat NOTE'S OscxIFORNIAL.HAMBRA 01131NEss ANO TRANS►4)ITAT*" AGENCT °E°A"T"E"T Of P"G"v` "'°"`S °'"�°"°`'"'"•'� DRAINAGE INLETS D73 -I A-1530 OR EQUIVALENT SAN BERNARDINO COUNTY ROAD DEPARTMENT MANHOLE FRAME 8s COVER -PARKWAY 204 GATE: f•v.C. 7.65 John R. Shone COUNTY HIGHWAY ENGINEER 6' 69 TO 6 9" 7' L 11, Orla, . e1.mo.r *AM „*4- 141z L BE 54-,r //v CL/4SS C /IiID,PT�JiP. 2t AL L PiP -CAST CO/VP0/VE/VTS S/A,�AL L BE" SPE//VFO/PCEO WITry % " O/A. STEEL !il/OU�t/,O _5714 9L L Y O/V 4' "CE/VTE.PS. 3. IW41N 41AI/ �z " CL E A� sPAC/ivG ,BETl�YEEiV SPE//VFD1PC/A1G % /iVTErP/OP sU,Pr�,9CE'. CO1VCRE7-Z- 5,4_5E •S1 -44L L BE• CL A •55 A 5. E'rpo5SED E_ -DDE -S S.y.4L L BE rP0 U/VOE"O !/1//TN ,Q�/�YFO�PCEp CONC/PETE FLAT TOPS S.yAL L BE /N.sT L L E -o NtiEN oEor�y OF CO!/E'�P ovE-r� CL 6z 0,1_17- TDP ,DOES /1/OT 'e � EEO � 7, CL EANOu T ,SW,41_ L f/Al/E 4 FOR1WEO ,807_7'011 AVI Thi LEDGE" AS 5�gojVN ANO A5 19/,PECTEO BY ENG/NEE'R /N ?c -/ELL? -5TORM, p,Pr9/N Cl- EA1I/0617 D/10ErV5/G4l_ P/PE p/14 Y Z TO 5/" S' S' 54"1-0 60" /C -G n/ Itlr. vj 6' 69 TO 6 9" 7' 7' A? To 8/ 8�" To 90 " 9 ' 9.,% X = 4 ' U/VL ESS OT,y rP l�Y/SE /VOTED O/V PL A/V ' UNL E55 OTI-45V //SE NOTED LEGEND ON PLANS it! -- vsr»e 01- t r•- r aa ---i i Sw W.. %..,I � I- we�..r w9 ►... I{,w•e..c ofr� •.•u..wM. .�,�,� ei •4•,00, '' -� . WAS ! 4M y l J • j Nr "viest 400 ,w.y.i Cr• 1L.. I 00 1 N e �•w �s•t.w-• 9= two rs4 w•!: of wo L r -o- ►l•rad.. s. STIRRUP alwr0wty1•tyw.r.an f OtiIM 1`6 M OrMdod 3'. eo Arp1M, : ' w..: a.eMa Y.er» .. • 04 ....0144 l r 7 , tp', t4 9 tr f' ttlr Fb*job \l .r■.1y..at Awr. ,' t.,.....n.t.......a... SECTION A -A CURB SUPPORT DETAILS astrlll•L mom SECTION 8-8 cslt•a• i« T rN 4 CwM I 1. •N'N 114 aN+..ew M e4sM oeM1r no bobs Ms Ittr It. C Www.. ren. 00,00! W4 114 rtlaa W"W Waft w witiomfla M Ms M t w. y' Ifw feetr. C • C I t �. R pot ' %' .0 NeHUIr w seta 'N lit w a tij. 31 11%; (trsM lir1rIe9 trs : r4�t1 + M9 ..O ill*a % oawee« Wet IV t t w10! t .•. Y a,l� .real d 1b 414 pr~~ . w• +7 I'M e1 W% 04 Nr 011.4 1 9wi1 horwe"sl 60. -s! ON �-• t:t _ p�t+ ♦ ftwArery son w .014 Mft M *4 b." r1e0.0.OWN 11c tlt0 I I r .---- n.r 4laftllsr� .wre•.r► .. ~'r' i 3aA1' wIt• r N' 3'• 0' a teM. rots".. tte f �""f a'"• • - « *lob- ttw .er'N•4 w too .r-0't•a tw nr Oto' A ' -.A.e.U.or_s TrCMwt0149 +� •. Tl1a f - 1- --- 100, I • 3Otaeas tr ft,pow trtj40al- ra'N1t w t =ft. lysw M.9.a 1401 to wtlr 4W No top of Ms or. plow ns•s in." wree.l oft awe•M. 4• Il ' " ..,t t •_ p•J,� ALTERNATIVE 0: 'Wma arse- r se so twMd aby ►4w a •a atlttttfle N Qrw J r•.ewrlee alar IS" mm •) ru 'If "n- 04 mooks ,0001 d Iso ye" 04 fora . e to ,CwtSW,,;r,,,,,�,r SECTION D -D REINFORCED BOTTOM FACE ANGLE ANCHOR DETAIL 7 NO4'r+• 1r1ea.«,r/r.eur. CsA ess•srts "I M 0-* "sow toad wNed 4 nryn w N«. 11 ultA If11 •Iualalt "a d s•utptt« asrf t r. PLAN rMs41 /r M Iltam 0" .sa. N ` tram !f w d t C.t1 ..ter 0" :st �a«r.e awe INLET TYPE 0L t.. fw Mw rwr he" rt ra• • _ Cela • lr..r _L .1 7'- Ie WI�r bow .•« rrti« iMM "ra mooloo 0.1w w• Mn r -q• - 7'wM. /211. •«wadeW'sIe •t11•tt• /MWNwtwa,•IIY/ pe0sturs. ~- 1L Oss'O.r•ra Waft Ousts• 0)i •A . O7T•. M MIa • L 1' ' W haw OM114 sM res• W r•1ew+•e. aw ty 1a.w t l r-0' tl Ssew• nee 019 os0. rraf fat as seaoas r 43 I' N - j 011• L i I1 »flopeopokip r1N toft tow 1, .MaYr.w 400 so ltaM so" to c t � � •� - � h. SaalaO• t•ala,rrptpl• 1s1e1a a etywtsM l4sata attlaa tut s' .•t 14. 100 t ! ? s!! tot! 0 9 I t t M ""dud w 1111 »w tM111tr1 r •11 try4q taa r • 0. t.nOsrw!•ee b �� J clivCvt�a L Y -C• • s t S be a s.s Mar. J a l._ 3•_ p• -J tL--� f' y' J N a I� uan N nrn lrrr J•r SECTION E -E K / J•� 1, I '� tswtw3l 3 ,;, ret OOMCl1ET[ CUM, rAAOs r...Iw w j1 I Yj t/e1M i t J t L. r-"�' t L -a b r •- •• t 1--i raw*" eof t.,,,,.,t„ SECTION F -F SECTION G -G STEP DETAIL •• r 1 Two N• 3-0 » r•o•tt•0'1 N. u'-1. 1. for -o• NoS,•4r °G~ t w JC "• /C -G n/ Itlr. vj os1.41 OL.7 OL•10 OL•14 OL -11 sm- 90l• 1.91 Ls9 3.04 4.42• L33 L64 0.11• 0.179 o.t79 0.179 0.179 0.313 0.311 0.91 4.1'0 4.17 0.49 i.79 4.H S.47 0.3.7 0.307 01347 063497 0.367 0.434 0.424 tlt • Y_ aUta ►rat (" •' • +� - few« r N• III tsaM e11a I�-- L I r -O' M 10'-0'1-----! r tIWO �� 1�4 Taft Hwa r r Itea 6". M •Ya.etue ti r•e efamm" SECTION C -C -y '4•e�'w.• It.. -i err°`trf. w �n...r ed W""W be t bea'l"' to -�t f- I lL I-- ieawM a. M M Weft N T'~ •yr a�f }� �• + -f -Ib +i _ r, r� c 4'sr111; ~�� �c 3�.it♦.�1; � I�Iwo basm"&"wow .w hw: eftro,tll wo+M -� , F ••. r •n0•ye . ' •.'-. >� A stilt - R J 1• E opts T11" s4 .401- rep'..-,, 011- • eta. ` �J " SECTION H -H fJ STATE OF CALWORNIA r TYPE B CURBS TYPE A CURBS OUSIraESS ANO TRANSPORTATION AGENCY OEPMRrmw OF ftftic warns �----, om" Or N101tw.rs C 4.R( r� <<G. CURB OPENING DETAILS PLAN PLAN INLET TYPE GOL INLET TYPE OS DRAINAGE INLETS D72 -T -)OW4. s��� 20 .' 9i30/�* F NO sC,4LE -� CITY OF FONTANA, CALIFORNIA REVISIONS ,APPROI/ED PUBLIC WORKS DEPARTMENT DRABY WN SCALE J s STORM DRAIN PLANS 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 NO SCOL IE'MISCELLANEOUS_ DETAILS JS CIVIL ENGINEERING LAND PLANNING LAND SURVEYING WE: CHECKED 8Y •• OEC. 11996PREPARED. UNDER THE SUPERVISION OF: �. 408, "NO,,,: DR. N0. SHT NO. /t2 /o _ ,�53 2 APPROVED /�90 27 OF 27. IF JOHN SIMS R.C.E. 20344 DA- CITY ENGINEER R.C.E. 18932 .� /U7;,/,.,s-�7,;? MAR 3 0 1987 _ t A -