Loading...
HomeMy WebLinkAbout2906-4i'JN! -40 3E;9 90'I. WAY' cnw�wrt 1rilE.� V -14 SAM 300-2 FAX. imo r w UNT"AMAmn lkh -MR-A.-It lerlks IW MiA146i wafts COf arItIfcTm :9 4 T i of 2 1, wig TK f3rAStt4 is : TG f3E G T 11�tT'k Tiff Tf�iE L;tiR1T5 € E,1tT5T dR SIDEWALK OR I g 00110 s'UiDVS Tt SUC 1 SI NiAf►Li4. T#1E Tf?p . S�LAN OF THE BASIN MAY HfE POURED. EITHER 0001400THIC% WITK THE SIDESIALK 00. SEPARAATELY. USING THE SANE CLAS& F C1 IN T B f EN .PO E MONOLITHICALLY I Gt CONCRETE A15 AS N. W1i *ROURED A�tO O A THE 5 W t�iE R N 4 ti.l. E. OE K Ili fr A4.f.. ALL B PROVIDED WITH A WEAKENED. PLANE Ggt A 2S WIM0 :i. fM P Cut CONTINUOUSLY ALA.41N1D TME EXTERNAL PERIMMR OF THE .CATCH BASIN NfAI L-3: INCLUDING AGR:aM THE FULL YIIDT- M OF 'Tmg SICE.V0ALK SURFACE: OF ALL EXPOSE© GOWACT'C .SHNO ALL, C ORV Irl. SL.E GRAL1E. COLOMR.; FI.NfSK A W. te. 60I G: TO Ext$TINO ©* PROPOSE:b .CURS A.WALK ADJAA"MMN� T8. THt BAS IIsI•. AU- CIA"WO .Ct7M AKTF APACE:: SNALL. A:E .EOl1I,'R 1111.CU1t110.IFOAM . YID 9 iAU ;MOiT K SiiAPED 'R1f` PLAItSTERIMS. FL440 OF `aAS11�1: SHAT , $E OtME�i N► STEEL . T#40tAlEL FINISH AND SHALL RAVE A LONCITUDIN.A4 AW7. LATERAL SLOPE Oi :I,2 IMIw1MU * AND t..3 WAximL*A4 EXCEPT *Mf ftt. T)K- GUTTER GRAIDE. EXCEM S PERCENT. I1i.ilI 4tcH CASE THE L_OKGMTUDINAi_ gLOPE 0f: TFfE'. FLOOR SHALL TIME SAIr1E. AS TRE t; TT -ER At1E, SLS�PE FL.QOR FROM ALL -OIR"TIONST4 TIE ouWr. 4. Qt-+1MIEN$j d S.TO.�w1A`-.T.It V THE DI.FFEi*IE CE IN. ELEVAT I OW 8E'T1MEEN. THE . TOP CW TN[ .C(ft6 AND 714C I-MYERT 0I TME: CAATCN BASIN . AT TFiE OUTLET * 1.35 m44,519. V ! THE .Di FFEREWE IN CLEVATION BETWEEN THE TOO OF .THE C.URN AMC, 7M. tN11ERT AT 41 T. U". -MEAN.: E� THE 6ASiX ARIL? BMAt;L.." AETEIRl�i9O'1Y T" Of' N(1TfE: 3;. BUT SHA" ioOT *E LER$ IMAM GARS FACE PLUS 300 Iwn 447 W.J. PTE 0IFFF_-R.E*gE IiN ELItifA1"1`{(yrlM SETMIEEM TIPW TEMP Of TJX C:UN� Ailb. TitE '11l�H�ST Of THE .HOLEY; NOTED G1i1 TN -1F 0R4i1(C-T k.Aft - W * EMOTED ON THE PRO-JECT PLANS. W. = NOT0 :OM TK.. PRO.JE:C?' Ai.ANS. A, it THE ANGLE, IN DEGREES... CNTERTEO NV,T# C£WTEm1wQBECTBR P7 ... AA# THE CiTCH SA AN. WALL TO, WN -1 CH TKE CONIEGT.OR PIPE .IS ATTACKW. s:. KA -CIE- 0_0NWCTOR 'PIPES 43 INVICaATED OU rW. 'PROJECT. PLAft'. �:f�.E". 0"fE*V 'w ioliu - FIED. THE COIpINEGTaFI PIPE 5'HAL,L pE Ir>�t;ATEp MIT THE t .WN$TFIEAM E1 OF THE BAi` ':.fi#, wHERar TRE icoii+IwECTaR PIPE i5 S.HCt'WN AT :A1 c It.NER. THE CE'NTF..1tL,iw of IWE. Pl" SN". MINTER 3EGT: THE: INSIDE CORNER t1F THE f11A51f►I. fliE P1 PE I►1AY. as: CUY .ANO TR i IM WO AT A' SKEW i+E"SSARY TO INS-AiRE: MfNIIAUM GO i�tiie+#"S11)' PIPS EIY-EWAENT, ALL AROUND, WITHRM THE. GAAT+CM BASIN: WALL: Amo 75 M#Wd4'1 RAWUS OF ROUM -INS OF STRUU ruRE c CI!E°T'E. Alai. �FtE)lif :. AIspJACENT TO .PIPE Eh1DS ii+lUiN171i.1THIC. CATCH.gAStIM .G011?I CTION SHALL. USED TO JOIN THE. Ct'kNMECTOR PIPE F0 ..MWE THE CATCH RASIN►NEWR ANGt:E_ •A" I8 LESS TO OEOREES 011 MATEIfI T14AN 114. DEGRE#f & OR . VMENEVER. T14C 4*mNF_CT'0It PIPE 13 L6...0 t!f A CORNER. THE OPTIONAL OSE OF A friltiWLITH4 TGi1.sAf" k CONK C- Im fit AN'Y.r # IS P:ERMi TTEM 11 ONOLI TH IC CA TC14 BASIN: CQ0W- :Tti� - 9" 5IE CONS TRUC-TV0--- TO AYpt T - TING STAPIDMID LENGTH$ OF PIPE.. i.. STEPS SHALL, 4 LOCATED%AS S.htONM fF TH9 CQ1111ECTOW PIPE #M't'iA��P�R 44'. WIT" TOW iTNIPR. THEY SHALL Sr LOCATIEwty AT THE CENTERLINE OR THE i O STREAM.: ENQ WALL.. STE PS. SHALL BE SP+t10E0 34:Q na�uti "I APART. TME 7r3► STEP SMA1Li. I.3"5 acaifi! SEI. iW Tom. TOCP T'6 THE-' MAN WOOL I ANO *ft0jtCT #S 00Q-11271- ALL. OTHER SITE. SMALL PM14E''C: 130 Noms"t 7: r 4WE1..S AAfE Irt QUIREQ AT EACH .00401E1111'ANO AT.2.' n1tT! CMI: CENTS (MM1AAVNN: A40f�N Tib 13ACKWALL,. R- THE:: FQ�,LE1MiiMG #TANDAEIto:PA„ANf AA[: IWQW. 0RATIED 1f WEIMr' 01 MONNO.WTHIC CATCH BASIN CONNIMT 44 30-9 CATCH BASIN REAMFORCEME.INT 310: C_ATG)1 BA3IN i"ACE PLATE ASSENISLY aAND' 0*01rEC''`i'ION BAN 312 C. 4117CH BAS liN MA14HOLE . FRAAAME: Aw. G1?lC1:JR "S STEEL.5TEP' ESE P0L.Y0R1D.P'YLENfE OLAS.TM. STM. 1L. 01MI M M"s #RIt1'SMit 49 "li. f IL" fox 4ilmiN A4111 -a"GLIfi�l..4[M". MIA+E: M*V .EI "T 'VA.LU.ES...Ir METRfC iiAALUES. DARE USED. A LL. VALUES USED FOR CONSTRUCTION TION ".1111 L N METRI G VALUES.. EXCEPT :R E ill; 0R :I�i ! E3 I ENS.! S1ti. UNITS Ii11AX !4E SiiOATI T11TftR ro* 7�T is `BARN stzn. I . VaLl�1iH1 Ait„L. 1iAtai tl LOVED row Co"ST11UC'TEr m 'SI'lArLL sE EmroLISH UNIT$. CURB OPENING CATCH SA0.IN SrAWAIIftA11 300-Z. f_ I �No"M I mmumommmmomm So Ik NOTE it. ■w No. 36052 m wm SLO" fl. M L 1 +t 1a M I Tyr►. eSMC. PIKE :®R � ----- i+--�-�- 2'631.. tt�-C-�.:1Rs. i`;St's• IL TOP Of PIPE 1S LESS THAN' 304 mm (.tr) sixow, SOFFIT .(F '90Y, j 'C11iRtiiil lamp. c. FL©W LINE Of PIPE f.3. LESS IWAfN 20 wo 113y A"VE F1.0a t OF T ow. EEcT, L IS uSJrD THE {ik A% tNS11 FAGS. o A. ANo1..E- A 1S LE" THMt 4P.- EXTRA . CIt# 3T :ALL t3P AH0 F10 iTTINfI� SHALL I t# :�IAMi 4F a 9rOr3' t1t�. � j Ate!►. C4YBI1-�� i0t3 rNl► TME Tt>! P � S MOM THAN 3�ti aPwlr 'E-I8*i "L W : fi#1�.1 T. Iii. arc. 7� MlH�7� !ice Ili. FA1r4i oPEI 1iiE� w►�r 1�aR . pp �M. C , O.AS �F s�i � iOMc. Ails C4 .. .. E.ATI;,RALS t}#i` Ct}fi1.NfkCT(?R. Pi:RES 6.75: (i1i. LARGER IN 'DIAWTEA TSE.. S A ENnAN .{27') .$HALL. BE. NOT MORE THAN 454 118.1 A ABOVE. THE INVERTr WITH THE Qjorl"N. au a- TOR rlrt .7W . IN LENIGTH SMALL K :NOT- 1010ft TRAM 1.6 in:(:.W-) ROVE THE :1*MERT. �C.A♦T"CH lik10" AT1 lot # A ..._r...,.... 4`Ali -..F � .. strips � � � � t. At _ . - SECT1 CN. At1-wA eV � SIZES.. I F .ENGLISH Ui ITS . A" . L15ED+► A4.t: V At.�,tES Misc h � DR C 11:i► i�UGIIt�M `.. S14ALL SE E# tltN UM11l, H. �-►` . -_� off. t�w►a aa.. PL ACED 54 + 12'1 PLAN CSO WEL.. DETAt L STRUCTURAL. DATA llilfAL.t,. AND SLAB DIMENSIONS AkO A I CiAPES?A,�jy `i"13 REINFORCEMENT REOUIREMEMTS TION STRUCTURE �---PIPE.- .�l:. '�T'RUC � Rt��r - �+?�i"T f INLETID.< 710-:11r.rn (30"). �Z-004 R'EI1M�`EiRCF�ENT ' iwrt REQUIfTlto 111.. w "*kT AEA4R 11,0I"rom ENp I.O:�Ai.3,A'I 3.5 x+109 14 too_ fast". 4w I►010 iq mor). tss ww.+►�i �,,,� ws --! is* ■■ii■■■■■■ice■■t!■■■■i!■■ �iissoo X y7rii- �11.+GI i7/�R...�.I W1 U0. 4.4 "14111, i:a *0141 ...1511 mAR•1 too fiact.'1 2,4 - mW* HW w NWi 2CW *w 4W) { 0 4.4 roj ') . 3.4 *. 04') a04 n"111's 20 "*101 M a ads- j ow WO tow S'tit 3.0 #IW) a0w moo.; 2!14 umiil0 l mcwt wND niME't 250 w4ifiCi'3 fi Ft1A :W .>y111 r�ut�'/4��j�,E� .k.�}��SEIR .PRi�:1E/C�T/�r�t/Ulkt CHAPTER �} �a to 11 !'W"1'�L' SOCUCnOk' -' SOU I i7G CALO VRI" HAP' i tr.i�-STA%VA PW cnw�wrt 1rilE.� V -14 SAM 300-2 FAX. imo r w UNT"AMAmn lkh -MR-A.-It lerlks IW MiA146i wafts COf arItIfcTm :9 4 T i of 2 1, wig TK f3rAStt4 is : TG f3E G T 11�tT'k Tiff Tf�iE L;tiR1T5 € E,1tT5T dR SIDEWALK OR I g 00110 s'UiDVS Tt SUC 1 SI NiAf►Li4. T#1E Tf?p . S�LAN OF THE BASIN MAY HfE POURED. EITHER 0001400THIC% WITK THE SIDESIALK 00. SEPARAATELY. USING THE SANE CLAS& F C1 IN T B f EN .PO E MONOLITHICALLY I Gt CONCRETE A15 AS N. W1i *ROURED A�tO O A THE 5 W t�iE R N 4 ti.l. E. OE K Ili fr A4.f.. ALL B PROVIDED WITH A WEAKENED. PLANE Ggt A 2S WIM0 :i. fM P Cut CONTINUOUSLY ALA.41N1D TME EXTERNAL PERIMMR OF THE .CATCH BASIN NfAI L-3: INCLUDING AGR:aM THE FULL YIIDT- M OF 'Tmg SICE.V0ALK SURFACE: OF ALL EXPOSE© GOWACT'C .SHNO ALL, C ORV Irl. SL.E GRAL1E. COLOMR.; FI.NfSK A W. te. 60I G: TO Ext$TINO ©* PROPOSE:b .CURS A.WALK ADJAA"MMN� T8. THt BAS IIsI•. AU- CIA"WO .Ct7M AKTF APACE:: SNALL. A:E .EOl1I,'R 1111.CU1t110.IFOAM . YID 9 iAU ;MOiT K SiiAPED 'R1f` PLAItSTERIMS. FL440 OF `aAS11�1: SHAT , $E OtME�i N► STEEL . T#40tAlEL FINISH AND SHALL RAVE A LONCITUDIN.A4 AW7. LATERAL SLOPE Oi :I,2 IMIw1MU * AND t..3 WAximL*A4 EXCEPT *Mf ftt. T)K- GUTTER GRAIDE. EXCEM S PERCENT. I1i.ilI 4tcH CASE THE L_OKGMTUDINAi_ gLOPE 0f: TFfE'. FLOOR SHALL TIME SAIr1E. AS TRE t; TT -ER At1E, SLS�PE FL.QOR FROM ALL -OIR"TIONST4 TIE ouWr. 4. Qt-+1MIEN$j d S.TO.�w1A`-.T.It V THE DI.FFEi*IE CE IN. ELEVAT I OW 8E'T1MEEN. THE . TOP CW TN[ .C(ft6 AND 714C I-MYERT 0I TME: CAATCN BASIN . AT TFiE OUTLET * 1.35 m44,519. V ! THE .Di FFEREWE IN CLEVATION BETWEEN THE TOO OF .THE C.URN AMC, 7M. tN11ERT AT 41 T. U". -MEAN.: E� THE 6ASiX ARIL? BMAt;L.." AETEIRl�i9O'1Y T" Of' N(1TfE: 3;. BUT SHA" ioOT *E LER$ IMAM GARS FACE PLUS 300 Iwn 447 W.J. PTE 0IFFF_-R.E*gE IiN ELItifA1"1`{(yrlM SETMIEEM TIPW TEMP Of TJX C:UN� Ailb. TitE '11l�H�ST Of THE .HOLEY; NOTED G1i1 TN -1F 0R4i1(C-T k.Aft - W * EMOTED ON THE PRO-JECT PLANS. W. = NOT0 :OM TK.. PRO.JE:C?' Ai.ANS. A, it THE ANGLE, IN DEGREES... CNTERTEO NV,T# C£WTEm1wQBECTBR P7 ... AA# THE CiTCH SA AN. WALL TO, WN -1 CH TKE CONIEGT.OR PIPE .IS ATTACKW. s:. KA -CIE- 0_0NWCTOR 'PIPES 43 INVICaATED OU rW. 'PROJECT. PLAft'. �:f�.E". 0"fE*V 'w ioliu - FIED. THE COIpINEGTaFI PIPE 5'HAL,L pE Ir>�t;ATEp MIT THE t .WN$TFIEAM E1 OF THE BAi` ':.fi#, wHERar TRE icoii+IwECTaR PIPE i5 S.HCt'WN AT :A1 c It.NER. THE CE'NTF..1tL,iw of IWE. Pl" SN". MINTER 3EGT: THE: INSIDE CORNER t1F THE f11A51f►I. fliE P1 PE I►1AY. as: CUY .ANO TR i IM WO AT A' SKEW i+E"SSARY TO INS-AiRE: MfNIIAUM GO i�tiie+#"S11)' PIPS EIY-EWAENT, ALL AROUND, WITHRM THE. GAAT+CM BASIN: WALL: Amo 75 M#Wd4'1 RAWUS OF ROUM -INS OF STRUU ruRE c CI!E°T'E. Alai. �FtE)lif :. AIspJACENT TO .PIPE Eh1DS ii+lUiN171i.1THIC. CATCH.gAStIM .G011?I CTION SHALL. USED TO JOIN THE. Ct'kNMECTOR PIPE F0 ..MWE THE CATCH RASIN►NEWR ANGt:E_ •A" I8 LESS TO OEOREES 011 MATEIfI T14AN 114. DEGRE#f & OR . VMENEVER. T14C 4*mNF_CT'0It PIPE 13 L6...0 t!f A CORNER. THE OPTIONAL OSE OF A friltiWLITH4 TGi1.sAf" k CONK C- Im fit AN'Y.r # IS P:ERMi TTEM 11 ONOLI TH IC CA TC14 BASIN: CQ0W- :Tti� - 9" 5IE CONS TRUC-TV0--- TO AYpt T - TING STAPIDMID LENGTH$ OF PIPE.. i.. STEPS SHALL, 4 LOCATED%AS S.htONM fF TH9 CQ1111ECTOW PIPE #M't'iA��P�R 44'. WIT" TOW iTNIPR. THEY SHALL Sr LOCATIEwty AT THE CENTERLINE OR THE i O STREAM.: ENQ WALL.. STE PS. SHALL BE SP+t10E0 34:Q na�uti "I APART. TME 7r3► STEP SMA1Li. I.3"5 acaifi! SEI. iW Tom. TOCP T'6 THE-' MAN WOOL I ANO *ft0jtCT #S 00Q-11271- ALL. OTHER SITE. SMALL PM14E''C: 130 Noms"t 7: r 4WE1..S AAfE Irt QUIREQ AT EACH .00401E1111'ANO AT.2.' n1tT! CMI: CENTS (MM1AAVNN: A40f�N Tib 13ACKWALL,. R- THE:: FQ�,LE1MiiMG #TANDAEIto:PA„ANf AA[: IWQW. 0RATIED 1f WEIMr' 01 MONNO.WTHIC CATCH BASIN CONNIMT 44 30-9 CATCH BASIN REAMFORCEME.INT 310: C_ATG)1 BA3IN i"ACE PLATE ASSENISLY aAND' 0*01rEC''`i'ION BAN 312 C. 4117CH BAS liN MA14HOLE . FRAAAME: Aw. G1?lC1:JR "S STEEL.5TEP' ESE P0L.Y0R1D.P'YLENfE OLAS.TM. STM. 1L. 01MI M M"s #RIt1'SMit 49 "li. f IL" fox 4ilmiN A4111 -a"GLIfi�l..4[M". MIA+E: M*V .EI "T 'VA.LU.ES...Ir METRfC iiAALUES. DARE USED. A LL. VALUES USED FOR CONSTRUCTION TION ".1111 L N METRI G VALUES.. EXCEPT :R E ill; 0R :I�i ! E3 I ENS.! S1ti. UNITS Ii11AX !4E SiiOATI T11TftR ro* 7�T is `BARN stzn. I . VaLl�1iH1 Ait„L. 1iAtai tl LOVED row Co"ST11UC'TEr m 'SI'lArLL sE EmroLISH UNIT$. CURB OPENING CATCH SA0.IN SrAWAIIftA11 300-Z. { CL1RR!►1pE:+lTI1M- .ktUM #frllt::I;A►i iiWM lfM - I:, ..ACL. ' ' .� 'S�3ALL 1iE Rl?tlf!�ifSJ�t. T.O. A: 15: I�In #HAf_f i1KCt1} RAIIit)S< ri c�. : . r. ' CA'Mi� .8r1a►N (� � WLT�f il!iAT11MIi CS1� � �. - . ?C1it {31 2 _ +$: THE CURB f�t Ig i4T :PC?:INTE. /r{ A Q Oi 3I•1J► 1 .sE THE 1(ORMl1t Cil�R#! F11lCE .bf it'4E �III,tAGEI T CEtA'N: I TIDE. C'UI2li E. AT. I. E . - P4 »TS N. A.NG C: SH�4t:i: BE.` THC NORMAL GI`tRR f=ACE !#fe TIiE' t4Q,l�4GENT GU.R@. ��...ow T P.LLM K 4&EE..I4PPLIC.ASLE IrA1`L'"1f BAST I :STAhfiiA D ..'LAN.L r. 1�i111Mr p ! . i2Altl� - 11 A--""..' POW III .... _; I �. �. s I £ ISTMM : sTr!e€ETs h 1frIEE Ii O h'A1 E'1t+lEN'C 1 +roa l:►1 + A I I'' rol�rT:.r 4 .:.r _..._.r..: _.... Tom; f IvArTia�r as Ti�E is .i> . {313T#it4: 1rlI: O� THE LOCI4L LtEPR£5�41X#I'i .SfiiAiC ktEET`T11E, FINISHED ;tEfi4 S#JRA:CEs S 4 rn I�Osit: Cr NfI<11iC STiEEETi;' OR: IN ptNRTN�li 'S'f1F1 ETS Mtf#ERt:PAVER. WC fLNft IS t.MQ1CATE'N.. Af- a fsl �- 4 ` THE ELEVATIONS CIF` POINTS.:F AM>lil .:{ . Sfh114L;L. a# .SET Nt wIA THAW. Ykt 1Yli#iTL"R. ft`#�W° L11i[ -- I�QE1R F - pt4Ni11 A- ... !. ELE'A7i4irF$: AT Pt 1040 A A�FIf� 0. RE5 ECTIVELY� O00CWgM. of .PLOW � p - L : ,. ... N ..- FT I'ON is ::f3EE . '1 Tktit f�t£VATiONS OP Pt311tTS ! lelfNC1 R 51iAk! . iE. II+1R Nt :I�II#Alflctt THAit1 T11E �iUTTEJ4 FCXNK LIi+K ' W - I�IE1fAT.fD+NS �1T IiOiNT'� @ :ANO e%_.Rf S�'EGTIyEtt�; C �,.: -,�- N C T'HE LEV14T10>pl. 'OF :PQIMiT -SANALL 84..W i 2 114 1_ - . T-10": '"M E1:�AT'" ..AT 'M I�tIKW CAS:...LA E �«.. r-+----- lit. A.. Mho t C Lam: �- OUT -Tin . .�L ' .. .c TiYf1S:: JITI~N N IA►ItH: DIRE :4i 1ItAiG :Ci4T f1 Sftt..:.wrm rte' `' R. <,.RATMitI (Z%I: Atiq>ltlllS., '"" AMllifAiE' !/I .',�`Tltlrt;7 : TR: AJ]J�4�EMT 'C:b fiH�E tt�111. DEPR£Sti;'1'F1E €I:EVAtTtt1N. Of P(1liMT # { cwt 'r�flxTrllNc .: cixr rx+I1'.axI SI► r , . - - - -- . - I1M1Fi iMM11Mi: 'HALL I i TiiIA iE f"VA E ) --- .�--. Di�rYEN�tt�NSe _ f'iC►TiD:.oN 'T`1{E f�fT- f+ � n.Jf�t 1"Oi11T 4. A' `' s� its � NOTED OM:THIS P140;1II�.� RLAFNi. %; � w H=:0i 'i OTEO. 0N. THE PW0:IECT Pk:AN-1: OUTnR Ai -w NOTE6 vel. THE .k'JREii ACT IPi.A4. v�ct� _ #ONiT::S . �...�...�'....: .......:'....... ,.i'600 Mn' Fi101 t- Pont P ID ."_POW: Q ._..: , _ _ - -- -- - -- x 4 00: tS .FSI IOS/f E:: - tai- .. + OF: :radw FOAMY � � : 7 It L ++�' 2.:5 Ar tS' rowy� _+ 1iA l 2 `- M CASE DAR (4 fs+rti: K tchsE. �1: iw .. _ _.� �y ... t _' F_ .. We.. II _ K-Ai�T>rN f�l�El-14. _W' F001 -:4* -E C11TaH BASIN .Oft. C"STANCE of--rWEEM 1;JtTRIE1rIf .i~NO 1r'IfALLS r C+CSE i! +41�'ElIi11Ei' CATCH .. f� aIi MUTIP1. C�4TCt# L _..' ..r w ......':..,.,::.......� .-: r.....� Ia CAL pLfkRzost4N:.IEff"L; f� 2" 'me is IeI' en... N TFt -- Y►ITFt .� I+GKf�Ffb'3 lye TIS# _ -. �'A.� � •� . ,�;; - .DIM:ENsif3.N.i. SH01KN �►#- TH18' !►f�1t+1 I�L1R..IrifTfMC.:#END .ENGLISM UhtIT� ilii E: X107: EJTI.Y' tlinl�o1+ t1t !#Aw �+A f* IrolNr. " SEfl.; ANLL VAlt.Eif(S 11S1`.(7. I'1�# CtNSTRJ�IGTIoPi SMAIt: @fr 1t£T:Rft1= I4 ES. � # s � U M I'R'IC U. ,�. +r 1 �4 cc�.� a Int. f N+�.��s.�1 UNITS :wl���€ s�f�sT�r � � E BITS ARE . IAS . POiKT P �+aLiESf fCCEf'T RE1f�lf4#3#CIN.I; f3A�R, SIZE 4 I�olnit j UT 0. 1'.. R M EIrR1C :1'+i?11iT f1q.R :S1ZI Mir E:LISt# :UNITS. IRRE: U5EL1. A1.i ..kAf.tfES 115Ei} :Ft}R t- -0 SHA1,i. B Eflitifl#.H .� _ .,,....... i _ .1�. . ,.F. •lug _ 7r+. 4 .....s: _ . wrr' W.w. .rr ' - ...� �.+• r ..r : 1!11M � _ '� 11 I►f1�T f� .. $}�. IFlflrti FLM*LINE � 1300 1295 Iowa =1111 OMENS mmmmm somimmmmmmmmisms e■Mm■ mmm ■■■lif■■!i■■■!!ii■!ilii■ice!■i BENZ== 9- 1101118. - t= 0 00 mn tft 0 447 ft. �No"M I mmumommmmomm So LENGTI4 x. D+i.Q nr PLAGE0 VNM (AJT BAR$ #A*- m OUTLETSU Ott TOP OF Uf"EtW BARS: 0111tT NOTE 9AR8. THAT FA�I0I� �I�WyLSSlA�A�;A, TC1 I USE JUNCTION. PER. STAN3AAD PLAN 33�- INSTEAD AS 'i No. 36052 m wm THIS wUNCIIQN5vtJCTtE UNEER AN1f- ow.(W THE- FOL.LOW106- CATC14 IIlt"w fiL(f M COWN T i ONG �.. DIAAWTE* flF INLET . PIPE EECEEIDS 756 kit.. t:3WI. eSMC. PIKE :®R � ----- i+--�-�- 2'631.. tt�-C-�.:1Rs. i`;St's• IL TOP Of PIPE 1S LESS THAN' 304 mm (.tr) sixow, SOFFIT .(F '90Y, C-2060) CONCRETE E*- CASEWwr WAN: rho c. FL©W LINE Of PIPE f.3. LESS IWAfN 20 wo 113y A"VE F1.0a t OF T ow. EEcT, L IS uSJrD THE {ik A% tNS11 FAGS. o A. ANo1..E- A 1S LE" THMt 4P.- <2. :. AC am :ALL t3P AH0 F10 iTTINfI� SHALL I t# :�IAMi - Alp 3: ELEVATION $ SHALL 8E SPECIFIED 00 PROJECT ORAWINOS ONLY Ir � TME Tt>! P � S MOM THAN 3�ti aPwlr 'E-I8*i "L W : fi#1�.1 T. Iii. arc. 7� MlH�7� !ice Ili. FA1r4i oPEI 1iiE� w►�r 1�aR . .1 4x LA�TER,AL$ OR .CONNEC'TOR. P IPES fi� i'I m (241 qui LESS IM Dt.AmETES C , O.AS �F s�i � iOMc. SHALL SE NOT MORE T14AN i.5 ro f:5' I ABOVE!, THE INVE01_ .. .. E.ATI;,RALS t}#i` Ct}fi1.NfkCT(?R. Pi:RES 6.75: (i1i. LARGER IN 'DIAWTEA TSE.. S A ENnAN .{27') .$HALL. BE. NOT MORE THAN 454 118.1 A ABOVE. THE INVERTr WITH THE S mm ' -I flii.Y.. E CE.PTI£1N THAT CATCH. BAS11f4. C0111NECTOR PIOE9 LESS. THAM 15. n1 .(5.04 .7W . IN LENIGTH SMALL K :NOT- 1010ft TRAM 1.6 in:(:.W-) ROVE THE :1*MERT. S. OIMENS. IONS SHOWN- ON TKII0 PLA* FOR MIETRIC .ANO EMMASM .UNITS AM- A ..._r...,.... NOT EkACT EQUAL. VALUES, IF METKIC VALU.EB ARE USED ALL VA°LIMES USIrD FOR CONSTRUCTION S�HAL.L BE METRIC. VkLUES, E'XCER.T RE1NfOR�IIIIS BARS 'SIZES I N EN ISH SH UNITS MAY B€ SUBST I TUTE<) FOA METRIC BAR SIZES.. I F .ENGLISH Ui ITS . A" . L15ED+► A4.t: V At.�,tES Misc h � DR C 11:i► i�UGIIt�M `.. S14ALL SE E# tltN UM11l, ,.,..�.. COPENIMI' 40.108.twin l+►S 1 4.0 0C TO BE PL ACED 54 + 12'1 MM SECT- 1M,� 2 D_ ALCERGGAN PyBLI� WORKS ASS}G1AT.I4N-SDHER� GALRURAJiy. A I CiAPES?A,�jy `i"13 1 w TION STRUCTURE �---PIPE.- .�l:. '�T'RUC � Rt��r - �+?�i"T f INLETID.< 710-:11r.rn (30"). �Z-004 INLET 1 < 750. min 30" { CL1RR!►1pE:+lTI1M- .ktUM #frllt::I;A►i iiWM lfM - I:, ..ACL. ' ' .� 'S�3ALL 1iE Rl?tlf!�ifSJ�t. T.O. A: 15: I�In #HAf_f i1KCt1} RAIIit)S< ri c�. : . r. ' CA'Mi� .8r1a►N (� � WLT�f il!iAT11MIi CS1� � �. - . ?C1it {31 2 _ +$: THE CURB f�t Ig i4T :PC?:INTE. /r{ A Q Oi 3I•1J► 1 .sE THE 1(ORMl1t Cil�R#! F11lCE .bf it'4E �III,tAGEI T CEtA'N: I TIDE. C'UI2li E. AT. I. E . - P4 »TS N. A.NG C: SH�4t:i: BE.` THC NORMAL GI`tRR f=ACE !#fe TIiE' t4Q,l�4GENT GU.R@. ��...ow T P.LLM K 4&EE..I4PPLIC.ASLE IrA1`L'"1f BAST I :STAhfiiA D ..'LAN.L r. 1�i111Mr p ! . i2Altl� - 11 A--""..' POW III .... _; I �. �. s I £ ISTMM : sTr!e€ETs h 1frIEE Ii O h'A1 E'1t+lEN'C 1 +roa l:►1 + A I I'' rol�rT:.r 4 .:.r _..._.r..: _.... Tom; f IvArTia�r as Ti�E is .i> . {313T#it4: 1rlI: O� THE LOCI4L LtEPR£5�41X#I'i .SfiiAiC ktEET`T11E, FINISHED ;tEfi4 S#JRA:CEs S 4 rn I�Osit: Cr NfI<11iC STiEEETi;' OR: IN ptNRTN�li 'S'f1F1 ETS Mtf#ERt:PAVER. WC fLNft IS t.MQ1CATE'N.. Af- a fsl �- 4 ` THE ELEVATIONS CIF` POINTS.:F AM>lil .:{ . Sfh114L;L. a# .SET Nt wIA THAW. Ykt 1Yli#iTL"R. ft`#�W° L11i[ -- I�QE1R F - pt4Ni11 A- ... !. ELE'A7i4irF$: AT Pt 1040 A A�FIf� 0. RE5 ECTIVELY� O00CWgM. of .PLOW � p - L : ,. ... N ..- FT I'ON is ::f3EE . '1 Tktit f�t£VATiONS OP Pt311tTS ! lelfNC1 R 51iAk! . iE. II+1R Nt :I�II#Alflctt THAit1 T11E �iUTTEJ4 FCXNK LIi+K ' W - I�IE1fAT.fD+NS �1T IiOiNT'� @ :ANO e%_.Rf S�'EGTIyEtt�; C �,.: -,�- N C T'HE LEV14T10>pl. 'OF :PQIMiT -SANALL 84..W i 2 114 1_ - . T-10": '"M E1:�AT'" ..AT 'M I�tIKW CAS:...LA E �«.. r-+----- lit. A.. Mho t C Lam: �- OUT -Tin . .�L ' .. .c TiYf1S:: JITI~N N IA►ItH: DIRE :4i 1ItAiG :Ci4T f1 Sftt..:.wrm rte' `' R. <,.RATMitI (Z%I: Atiq>ltlllS., '"" AMllifAiE' !/I .',�`Tltlrt;7 : TR: AJ]J�4�EMT 'C:b fiH�E tt�111. DEPR£Sti;'1'F1E €I:EVAtTtt1N. Of P(1liMT # { cwt 'r�flxTrllNc .: cixr rx+I1'.axI SI► r , . - - - -- . - I1M1Fi iMM11Mi: 'HALL I i TiiIA iE f"VA E ) --- .�--. Di�rYEN�tt�NSe _ f'iC►TiD:.oN 'T`1{E f�fT- f+ � n.Jf�t 1"Oi11T 4. A' `' s� its � NOTED OM:THIS P140;1II�.� RLAFNi. %; � w H=:0i 'i OTEO. 0N. THE PW0:IECT Pk:AN-1: OUTnR Ai -w NOTE6 vel. THE .k'JREii ACT IPi.A4. v�ct� _ #ONiT::S . �...�...�'....: .......:'....... ,.i'600 Mn' Fi101 t- Pont P ID ."_POW: Q ._..: , _ _ - -- -- - -- x 4 00: tS .FSI IOS/f E:: - tai- .. + OF: :radw FOAMY � � : 7 It L ++�' 2.:5 Ar tS' rowy� _+ 1iA l 2 `- M CASE DAR (4 fs+rti: K tchsE. �1: iw .. _ _.� �y ... t _' F_ .. We.. II _ K-Ai�T>rN f�l�El-14. _W' F001 -:4* -E C11TaH BASIN .Oft. C"STANCE of--rWEEM 1;JtTRIE1rIf .i~NO 1r'IfALLS r C+CSE i! +41�'ElIi11Ei' CATCH .. f� aIi MUTIP1. C�4TCt# L _..' ..r w ......':..,.,::.......� .-: r.....� Ia CAL pLfkRzost4N:.IEff"L; f� 2" 'me is IeI' en... N TFt -- Y►ITFt .� I+GKf�Ffb'3 lye TIS# _ -. �'A.� � •� . ,�;; - .DIM:ENsif3.N.i. SH01KN �►#- TH18' !►f�1t+1 I�L1R..IrifTfMC.:#END .ENGLISM UhtIT� ilii E: X107: EJTI.Y' tlinl�o1+ t1t !#Aw �+A f* IrolNr. " SEfl.; ANLL VAlt.Eif(S 11S1`.(7. I'1�# CtNSTRJ�IGTIoPi SMAIt: @fr 1t£T:Rft1= I4 ES. � # s � U M I'R'IC U. ,�. +r 1 �4 cc�.� a Int. f N+�.��s.�1 UNITS :wl���€ s�f�sT�r � � E BITS ARE . IAS . POiKT P �+aLiESf fCCEf'T RE1f�lf4#3#CIN.I; f3A�R, SIZE 4 I�olnit j UT 0. 1'.. R M EIrR1C :1'+i?11iT f1q.R :S1ZI Mir E:LISt# :UNITS. IRRE: U5EL1. A1.i ..kAf.tfES 115Ei} :Ft}R t- -0 SHA1,i. B Eflitifl#.H .� _ .,,....... i _ .1�. . ,.F. •lug _ 7r+. 4 .....s: _ . wrr' W.w. .rr ' - ...� �.+• r ..r : 1!11M � _ '� 11 I►f1�T f� .. $}�. IFlflrti FLM*LINE � 1300 1295 Iowa =1111 OMENS mmmmm somimmmmmmmmisms e■Mm■ mmm ■■■lif■■!i■■■!!ii■!ilii■ice!■i BENZ== I EMMMMMMS MEN �No"M I mmumommmmomm So Mill mi, is ===ME `31IIIIIIIIIIIII11MMEN SC&L.0 AS NOTED SEEM No. 36052 m wm Fontana, California 92335 (909)x-1815 Fox (909)356-17W RA Ar DESPID Br: DATE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp.6 30 2004 k� ■■iii■i■I■glffil�i!!I■i�■!■■■ii Dew KD BSTANDARDS !■i!YO■■■t0■■��■t■■vis■!t,■ � FOF �F Cal Ra ms d J. Allard RCE 36052 Date : RD 3 !3 D Sol m■■It■�I�■■I�N�■iii■■ ACTAG CI ENGINEERR.C.E.'511572 ■iili■■■■li■■I■■il■■■t■■ii■■ Filename: M:\DWG\14902\STREETS\WEST-CHERRY\St04.DWG ■■■hili■It■■�■■t■�■■!■!t■! MM ■■ii■■■■■■ice■■t!■■■■i!■■ DETAIL CATCH BASIN TO EXISTING R.C.B. CONNECTION SCALE: HORIZ.: 1" =20' VERT.: 1 "=2' +r .,...wway a: j�n� b'.'' a � ..... .�.„ter.:...+ '. ''#tom ' ' - �._ .a,.. �r.. . o. ..+- ..-. ^'t .F 1 h; lip mot 4. , j,; ,,,� .ter -. • :.. ..: ,, ,CO,r: 4 E I'(D-CONSTRLICT 6.5 AC PAVEMENT (Min) OVER 12 OF 95X COMPACTED NATIVE FLOW LASE ERO 1�.E �l�M,► SEW" S ECTI Ow e. E TIfi 1V �OT10 SCT O#�l t3 -'D ICASI CASE$ � F ANS. � �AM, in 3 CONSTRUCT 8" PCC CURB ONLY PER CITY STD. DWG. NO. 1003 ,: - A11rtEl� ti't'HERIitA�tE�O!#11Rif.11R �RI� SL1f WMK.S ASS I�tTfltllfi S EIR I +� r wu 0HAPT � ' MMK71Mt9 Ass n vUTtrl Rt w +OAR 4 CONSTRUCT CATCH &ASM! PER APWA STD. DWG. NO. 300-2 sr,Aur�.�e etAl�> AMEP`U_�>I�AEI�4CIIitTM S�UTHER�C�il�'E'�i1G'"fER st°ru+iRre�eai.w�I wrANtaDi�: . . LDEPRESSIONS &I a -CONSTRUCT LOCAL DEPRESSION ON PER APWA STD N0.313_ 1. AS SHOWN 01SHEET 4��.�AT tAT4 BA IM:313 LOCAL D RESSIONS ATCATCH BASNS L,DEPRES IONS AT �A=H13ASINS�f3 t AT CA ��AS. rMNs COW .3m.7.of 4 .s� �tF TSPSf"TION$F0* ltm CO-NST&L. 24" RCP -15000 19 CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 3 2 o DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG 7ot1 FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DEsw nm DATE EtM. MY DATE SOF 'Ss/0 Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA O Q J. �q� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��. �� q f� c(NALLA DUALS COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��, Civil Engineering -- Land Planning SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �r O � 00)8253 Sierra Avenue DRAWN BlF DBW SC&L.0 AS NOTED THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO No. 36052 m wm Fontana, California 92335 (909)x-1815 Fox (909)356-17W RA Ar DESPID Br: DATE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp.6 30 2004 k� (. Z� Dew KD BSTANDARDS IN EFFECT. � FOF �F Cal Ra ms d J. Allard RCE 36052 Date : RD 3 !3 D 2906 ACTAG CI ENGINEERR.C.E.'511572 Filename: M:\DWG\14902\STREETS\WEST-CHERRY\St04.DWG