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HomeMy WebLinkAbout1815-13112081 15te Nolt 5- Af It �5 4' NoM TOP PLAN _0_FCOVER BOTTOM PLAN OF COVER WEIGHT 115 LBS. • . Sy,n % obou/ It Aon R• Jj 0//c ' t, y' R fJllttJ, /yp. �--- ey f� - //li, 'A iT. 1 , _� yt 7TIP S,ECTION A -A , 1 14%' 24 '4%'; �z%1• ; SECTION OF FRAME WEIGIIT 265 LBS. ""/.`"�" REVISIONS _ JJtA.,14a.N WARK-DAra-- --0704 "R•T "Co" V, C. 4/ In rw y151 Al AWN Rsrrr sn1/rrriwd.fElY 1. 4PWA•AGC R✓S NO -TES 1. WJWLE FRAMES AND COYEAS SWL K IMA[ Of OMT CAST IRON CONFORMING TO ASTM A-41, CLASS 15, AND PAINTED WITH AShKILM PAINT EXCEPT 10#t iMCHiNED SMACES. t. FUMAY AkAK SIW.L BE 5110111 011 THE INSIDE OF THE 1111.1ft AND ON THE BOTTOM Of 11K COVER. 1. THE MMIOLE F1lAlK AND COYER SHALL K INSMCiED IT THE 011161 4ER F*10A TO SH►PH4M1. ACCEPTANCE WILL K INDICATED BY NUKING WITH THE DISTRICT'S STENCIL. 4. COVERS SIMM BEAR IH( LETTER 'B• FOR S1(NA11 DRAINS. S. COVERS fOR IMNHOLES LOCATED IN EASEMENTS, ALLEYS, PAA%WYS. AM ALL OTHER PLACES EEC[►T PAVED STREETS SHALL BE MVI DED WITH ALLEN SIXK1i SIT SCREW IGCKIIti HVICES. THE CONTA BOR SIV1L DRILL Aho iAP TWO 1ekIS TO A KPiN Of i INCH AT 90 DEGREES 10 PiCK NKE AND INSiALL 1/4 -1T -1/4 -INCH ALLEN 10CK11 SET SCREWS. 1. CDY[R WS DESIfM D, TESTED AMU FACKA GATED BY flit MIN -ABC JOINT COOPERATIVE CCMBIITTEE SOUTHERN CAEIFORMl4 CHAPTER. � 7. 111E WEIGH( OF Tt1E COYER SHALL NOT VARY MORE IRAN FIVE PER CENT FROM THAT GIVEN HEREON. .o l' 1�1 vn>� ti Mott: mo Surfeit of le er I shall b4 flush wilh fintshrd lurfact of cow' DETAIL OF LETTER tit 1 r` -- r/t-V/�Il 1 n � 1 ' 4 W 1 DETAIL_0F_.FRAME 2t• Inch rings shall be reinforced wilh two tituhle I/J\#fmuntl tstecl hoops; 1b inch rend a Inch Anse ,rlandncovaer•r(j, ViUnen 2-D is, 472 shall Ire rein('orrefd will► four hoops, tied will) No. 14 ^.S ore W. gauge wire 8 inches on centers I- 0 rlarlur 0mi I under- mole 3 } .. �~" 11t Mian possible use f x T- ,,j• 1 t w $A! 1l1 7ACTlnn i1C i. ♦_ 41 "q H v f J r 4- z/} r Irl, a Or uno -to f for jolnf detail• �li• aye vUle ill 24 Max. L - >alQm I t Epi ♦ 1e bort. 4 recd. 11 ;�P;-: iN 1_1 • ,. . • :.i•tt' •, e 1 24 inches r 2 coils, 1rG9(t. t { „1r 1.•.r,., �:;.'.•.- ,.. CROSS SECTION OF REINFORCED :'1 "4 I CONCRETE RING 1 1 _1 t io ' I'te , ' �1 r,r�,['.-:r r�•c�-rsr-->:-. n:r. r.�rcar '*/ 1 1 NOTES 2 -ALL JOINTS shall be Filled wilh I-2 rnor'- 3� lar ctnd rieally poinled or wiped • t, inside or snort :5 -COL -LAR c,,f 1 2 nior-lmr- crr ound cove•- frame d 6" 3fxciol M I I. R (. P shall be rrmilled in rock and coil sit -eels and in Paved street,. 4- SUPERSEDES DWG NO 2-D181 LOS ANGELES COUN-VY FLOOD CONTROL DISTRICT STANDARD 24-INCi-I MANHOLE FRAME AND COVER NteM MI.rN..� •M+a.y ♦..cwwnN• •� •--..____ , _. ...1 C"�N 1.04 M•W -z"-stovio my _ t.ir cMrr. • )lilt ,•)Tone arc. icAL[ oAr, DWG. NO. 2-0472 ti'ont 4/Jr' 6, 1PY aru[T I oP I •• 5- 3-1•E_PS ahrsll be. I inch round ulvnniz- VERTICAL SECTION Cd .reel. 'Gip step 51)all be placed directly Anti stondard pole end, 'i OF PLAIN CONGRE'fE •� 5%t" Pt Sear beneath Me rrlanhole cover frame. •11 I ECCENTRIC MANHOLE SHAFT Wicill, of nil steps shall be 14 inches be- tween of er w Ise , o r• )cine "f ale to nil al uftlown shall tie 14' Ito 15"A^� int -has on center. f See 61d DWy 2' D 96. _I -�--' 6- ECCENT'RK_ MANI-IDLE short ,reducer, and REFERENCES ringS may be plain concreld.-2-t�i8F- VERTICAL SECTION For unrn,tnforced sections, the minimum 2-D 96 OF REINFORCED CONCRETE thickness stall be 6lnches The concrefe ECCENTRIC MANHOLE SHAFT used Shall be of such strength so as to 3 2-0472 develop 5500 p sA or greate- In 28 days. IJUTFS "CONTINUED' /� �)F 7- The lxecast concrete monhc4e structures will be 118. the suiloces of ,:ones cnd shafle sholl be smoolh and r.entli inspected by the Engineer p*i*4 flnlshrd Cr -nes or shafts with imperfect molding er honeycomb 144_j94-all►T-and he will Indicate accfplance by sorloces will riot be accepted rnorking the struclures with The DISI(id S slam .) - (for shipment to the job,) REVISIONS •-Manhole fro" and ARK DATe C , cover, Std. Pian 2 D 191 4 72 iE T•/f-ed -Added Note CONCRETE RINGS, 0 11-970 Added nate and REDUCER AND PIPE .167 .250 • - Std Concrete Rings �" ;i"or1G" to -�. w •. I hiLkitc ys. FOR 24' D'am, A N j-/ 1� tv//frcrsf./flok7 . .f,6$ .500 a ... •, 1*4 wu_e hoops cE •taco ._.-X"K•.._C4 _ �I .31 1.963 el pi to Eccentric precast 1.502 }I v concrete cone 4' 11 : A 1It ' - _1' lr� !44_ -17- _ 18'_ 1 ^� 2.044 .875 .60 2.749 08 2.670 e, 36" Diem_ 3.142 Qi ----.- br. - urs 4'lI �/' ,-Variable length precast 1�• ..-.� ,'1 concrete Seclion5 1.270 1,027 Aa is 5.3i3 •• 5- 3-1•E_PS ahrsll be. I inch round ulvnniz- VERTICAL SECTION Cd .reel. 'Gip step 51)all be placed directly Anti stondard pole end, 'i OF PLAIN CONGRE'fE •� 5%t" Pt Sear beneath Me rrlanhole cover frame. •11 I ECCENTRIC MANHOLE SHAFT Wicill, of nil steps shall be 14 inches be- tween of er w Ise , o r• )cine "f ale to nil al uftlown shall tie 14' Ito 15"A^� int -has on center. f See 61d DWy 2' D 96. _I -�--' 6- ECCENT'RK_ MANI-IDLE short ,reducer, and REFERENCES ringS may be plain concreld.-2-t�i8F- VERTICAL SECTION For unrn,tnforced sections, the minimum 2-D 96 OF REINFORCED CONCRETE thickness stall be 6lnches The concrefe ECCENTRIC MANHOLE SHAFT used Shall be of such strength so as to 3 2-0472 develop 5500 p sA or greate- In 28 days. IJUTFS "CONTINUED' /� �)F 7- The lxecast concrete monhc4e structures will be 118. the suiloces of ,:ones cnd shafle sholl be smoolh and r.entli inspected by the Engineer p*i*4 flnlshrd Cr -nes or shafts with imperfect molding er honeycomb 144_j94-all►T-and he will Indicate accfplance by sorloces will riot be accepted rnorking the struclures with The DISI(id S slam .) - (for shipment to the job,) REVISIONS LOS ANGELES COUNT Y FLOOD CONTROL DISTRICT ARK DATe Daecnirtlora iE T•/f-ed -Added Note CONCRETE RINGS, 0 11-970 Added nate and REDUCER AND PIPE .167 .250 projection of slaps .786 Q) II•y'-70 Adde,l rnax. dim. FOR ® j-/ 1� tv//frcrsf./flok7 MANHOLF s AF"r .f,6$ .500 n'jir T--- .7�ts:��.c_ APPROV eD er � � / f- U.. CSC OAT[ Ei_r3, Na.21�Ttc)7 cE •taco ._.-X"K•.._C4 CASE I CASE U CASE III Backlilf as specified-_____ VITRIFIED CLAY AND PLAIN CONCRETE PIPE REINFORCED CONCRETE PIPE 6'mlmfn m c/earance "� O Top of Bedding B unless otherwise _ _,� ----Backfill as specified 3'mininxv» �T -"- c to barrel.- - - - -- -- �- � - • '- � -Cower c/earonca - , - Cot a' 1 CI`Covti •�r-1'W noted in the Specifications.---_ rI - ---Excavated book or sheeting /o Darns/.__ , 2 mG,inwm clearance - 420 l I - 420 - C -2000 < ' Concrete /a be// or cot/of - -- Excavated bank or 1 / '-Screed Bedd/ng A to fit cwrwlure and _ '--8edding 8 9 - -- , - rads o/ - P - sheeting. r�m/n fl p�cos. 7fP* o/ screed and 1M _r4 n✓A- !, r4'min-- ' �; 3/e D' Bedding B --- ' S0'ml method of use to be approvd try the _.__ I fl 50'm f l r 1//5 D m/n. r�noAol wIM , �' r t EA %q11/. covitract fir- . _..1 - • '. l • :i. jr- rr Bedding A---- > • :;1 - r:I "T ,� jam%; 1 • ;`r : L✓' t x'� �- 4;r,+`I c -y s I -t/t5 D'WP. Bodd/np material below bottom :� C I /irMMmvne o! Drdding ma/srio/ /'m/nlmuer bedd/ny-/ ' / o/ pips shall be 1/120 for pipes '• -� z�i�I g malerial be/ow belt !-£xearotlan to Iills tMs permoonod. 39• and larger /n dlamaPer, and �atdfn A or co/Aar. 4'/or pipes leis than 39' /n 1 £xcavollon to /h/s //ns pernNlted. diometer. to ria case shall it be i I. CASE I BEDDING (Load Factor 2.0 less thous 1'be/ow any boll or col/art 2. CASE II BEDDING 8 BACKFILL AROUND PIPE (Load Factor I.B) etreo be used where os* AT o C plans or where prowsd r (a)'W'o/ sprtny,ny line sAall nol be less lhgn 6 "lor any ueohi of /Tench. 3. CASE Ili BEDDING a BACKFILL AROUND PIPE (Load Factor 1.8) as on a'/rrno/ars /v Coss ll w Cuss tl Bealr/inp as provrobd hrraon Caret Ar Bedd/ng shvf Ae used instead of Case I r -his d., rner,sron �mqy liwhlle Ilan- MA-11Apts of any she�eliitg. • (a)'W• of wieving line shill not Do less than the following: 6 "for pips 60" or less inn/ sAoir in or imstiOle trench stdss 1/ so required y (b) Where cover it B or lass, "W"measured of top of pips may be any 1\ M dlonretff .10 sur pip* 63 ro 1Q3'ln lusive in diarnatrr aix/ 12"Ire . e• kv r // m vera g puirrd b r ., . c Pf' 9� dimensiutd greater than 6 . lod rn 64Cmwle , The'ssr dir»ensians Wray include Me Micines of any slxrliny. rhe tngrnear. fcl *hors cover /s greater than B. 'W"meosursd at top of pipe shay/ *WW/rrre cover Is /O'or less, 'W'measured a/ the /op or the p/pe may be any CASE TV nal be greater Mon 8'1J4/#ss rhe cw,frvctw of INS am Irpenso dh"4slon graalor than Me abowr spoclfied m%rwmum,un/�s's aMorwiso rpacifiad prwidor Case r Dodding w slrongar pips Tho staled 8' includes on Me prvlect draw/ng-. the /h/cknass o/ any shoaling. 14 (c1 Whys cover is j,rdaler than /O' 'W "measwed at the lop of h'ra pips shaYncv Ds - Covert Y. greater thda /0 for p/po 10,6' In dla,rreler or less, or 12' for pipe over loa'.ir diamsPer un/esr the contractor at Nr O,rn e.ripwaso provider Cosa I bitAting or ExcavOted ban.t T720 stranger PIP* Theso d/mensims incWto the Mlawnasi of any sheshng -C-2000 CASE Y GENERAL�tOTE�S 1) O/ IhsrPing--- - ' Cvncrr/a420-C-2000 Ca,crete I Use Case MI for R C P orsd A C P, Case II for vitrified clay and plain concrete pipe unless otherwth ise specified or shown an e ,xuleu draa nus - _ } 3'm/nimum C140fanee [ 2 Bedding A shall be composed of sand. 3/4 •inch or 112 -Inch crushed rock. No 3 or No 4 concrete aggretwte or grovel. or ottic, grunuk,r i - - material os specified, uniess otherwise approved by the Engineer Any of the maferlals listed with a rodanon no courser than 1ha1 ,-3/8 O' to barrel- _ _ _ ._ I -- - q I Roughen sw/via Cover- • or No 3 concrete aggregate shall be used for pipe 27 Inches In diameter and larger, and mwari(As wllh ti a gradation no coorser tnai - w - - M - _ 1 "r:. LJvrn/ 1 r , )hal 0 1/2 inch crushed rock shall be used for pipe smuller than 27 inches in diornaler. '�) "r ►`N ! ,' ' Bedding B shall be composed of sand or other granular material as s eclhad, unless otherwise P approved by the Engineer, and j "/'sand /or grads adjustment -3/4 0 •. r/' �' 1 , shall tie completed prior to placing bawroce of backfill. t--f"or coners/a mix roe splCrfrCah[Y,s Cvnera/a r. 3 Conerele bochhM, where called for on Sid Dwg 2-0213 or where specified on the project drawings, shall be/r'420-C-2000 shall be 12 hours old Wore pips is laid Al' '� m/n.- , r I concrefe poured wall to wutl of trench from top of Bedding A to a minimum depth of 4" over top of pipd.f'Concrere owkhfl «rd iV'shall btspeci/Tod 07 the plans or by £xcvvot%on to I shall ba used for R.C.P and A.0 P o, required on Sid Dwg-No 2-0'213 ;i�; , , I„ _ i 1h4 £nginoer /his tints prrmilled' h>x> :- : r SUPERSEDES 2-0 148_ _ 4 CASE IV BEDDING (Load Factor 30) 1a#*dd/ngaafwla/ KErcRSKCEs Nsvi,�a1T LOS ANGELES COUNTY vs N'nars rsQcwisd ty I/rs Engines, as an o/lsrnativa !o Coso Y w O GENERAL NOTES(CONT'D) P-o?7l - WAft oATC-oESCRIPT" FLOOD CONYHOL DISTRICT 4 33VRe-+ -`--'-'---"--'- case /o msN condirioss arising Bring construction. 4. Bedding B shall contain no rocks larger Than 4 -inch in greatest A 12-54 WV1510 PIPE BEDDING dimension A 5-55 Revise✓ NO/s Ir, 5. CASE Y BEDDING (Load Factor 2.7) • /O 6*0 fa reset/ Alaei O5 Where rocks are included in Itite bedding,'nesting' thereof will O 3-61 t;x',sits: la'•s TRENC, ES shoN be used where specified on the pions. Case TV Bedding shall not be permilted. � 7-63 feo5.ilXcV;eie3 /0 G6 Pxd 90" to /7�' AP os[n rr be used instead of Case Y against sheeting or unstoble trench walls x- le �cV cont, dc:orgro),o1 ><�_ 3-£dgs t`~iAg Tesl Laud Focior to if so required by the Engineer.-�iYRTlF6- �(tli - s y jJ-` OAT e „a 17.7 AURAE 1 _HE ET .... of 'S� B M FORT 0-31- 92 U 14,777 sf c{vlii- \lF OF C1►����� CONCRETE ''R.EINFORCING STEEL INSTITUTE STANDARD A6150 REINFORCING BARt`)' BAR SIZES WEIGHT POUNDS PER FOOT NOMINAL DIMENSIONS -ROUND SECTIONS OLD (INCHES) NEW (NUMBERSi DIAMETER INCHES CROSS SECTIONAL AREA-SQ.INGHES PERIMETER INCHES t2 .167 .250 .05 .786 455' �3 .376 .375 . i 1 u78 0 .f,6$ .500 .20 i.57! (S (5)1.043 _ .625 .31 1.963 0 �6 1.502 .750 .44 2.356 -i341- -�� 7 • - _1' lr� !44_ -17- _ 18'_ �/ 07 2.044 .875 .60 2.749 08 2.670 1.000 .79 3.142 Qi 9 3,0400 1. 128 1900 3544 x.303 1.270 1,027 X99'0 5.3i3 1,4101 1.56 1-- 4.430 The new bay numbers are based on the number of � inches 1, included in the nom incl diameter of the bor. Bar, number 2 in pbin rounds only. Bars numbered /0 and !l are round bars and e vi va/en t in wei h t and nomi r a cross - sectionol areo to the o/d type l; l��and l� square bars LOS ANGELES COUNTY _ OATL-JULY. 1952 FLOOD CONTROL DISTRICT D Revised 1-19-71 2- D 171 21-V ! Ii r•" -- R = 20'' O Curb N a 2 I I - 6 11- 7- Expansion it. - ExpQnsion Joints Stondard Curb B Gutter t R = 20' V � I 0 I 1E N Flow Lines t N� PLAN Expansion it. Im --- Varies will Varies --�-� 4- T. c • � p 4 4 ' SECTION B -B III= IF 5E u R= T oro i a 'VO4 4 . D R b D - g pit, d - Zi 6 i Z 11 -6 SECTION A -A CITY OF FONTANA, CALIFORNIA Drawn By'• �•� . Checked By CROSS GUTTER (STD.) fApproved. Scale: lit" 1Oi Dctc /E O �t7 i4sd NOTES f D f 1 1Altt f of values fZr-f'br e -an this pbn. 2- CEN TER OFA14NHOLfSIIAFTshollbe loco te-fover center l/neofq/cwti) ' I f._dge9 to be rounded i droin when diameter Or is 48'or legs, cn whl:•h case lace f_ bot,5 sc rn- ' I to 3' Abdiu3 r--- - t , U honol oUtsAck y t l g flit r f rnetrrcolh onound-Vx7rtot45'wlthcenterlineondcrnrtJbarj 106, F_ bars I _L ' / " (� tbce of cGoicrete 3,-�"� __ _ _ / C r -T- � _ _ ` ,t 3. O£TAIL � Wl,e/1 depth ofmonhoJe t),or7.7 31r�etgrYxie to top of tsar '� -h 'l I r 'v r 4, H bars cs less t11an Z' l0- fbr paved street a' 3' 6' fbr unproved s treat, cor>J1 / cx t A 1, _�r" \ I kloidl is •l.0 of'Spur t or 1 T' l � 3'-o' long monolffh/c shaft tni per Detud A1_5hof t fir -one deptI) 01'a hole may A� '�Y�3 D moxime�m I - 1 becar7structedos per Laetoil Al. tVhen diotr�e�er 0, is 4©"or le3s,ceriter D bars ' - , - 3'b 4 c hors 4 7. bong ► of'ho l'1 ilio y be locted as per note 2 3 ac cYan't. add'!. bo/� 3 "o. c 6 a c. to in -wk eotge PLAN 4 TIt I CKNfS�S Of Of_ CK �trall vrrl y wt len raeceasarg to pr 0Y1d0 /e ve1 p/pe i60t, --� of manhole tart shall not be le» than tabular' rolue,5 for f .slxrwn on II;Is plan Tie bor - ` ``_ ' -`-- I (Ring9 and cove riot shown) 5 Rf 1NfOPC1NG STffL to be per Z 0l7/, l ileo, 0b/11 )tricot corrc/>r to Tie bar 3treetglYrde- • ,-Concrete riFlgs _ unless Shown otlaerwlse. 1 01_ - - I Omit thlsstep ; ; 5'x I" Rrng feat __ _ Wx lilut 6 STEPS stroll Ire �4•rourld,galv>rnlzed steel ewxl nnchonednot legs '' In paved sfree ts - ; - - for �v d str�eefs ll" 0 a. !boil 6"arches In the Ku//3 of structure. Unles.9 otberivise Shown PLAN rl bar - -.?_ : - Q1, LfnyuMved 3tr5 16" 15' tele 9pocirAg s/x�tl be l4 `�015a.c�77� lowest3tep Mixt/lnatbe qwr� tlAan (5ho" not .shown►) 16"fbr poved3free h •6 6' n: 1f bor 2'-6'above the invert. Sae S1tt Dwg 2-096 XT 2'forc,nµar,edstre+etsr } ==' "--- _ - Vorloble 7- PlN65RCDUCERAND P/Pf foraccess slroftstxyllbe5eotvinmartor Stneet9vYxle Abnhele fh�r7aecbxl ' 61 LAC, ' - f tsars arxynentl��yy pointed or wiped insArle the,5hof t. over;Plon/tib.2DiEd/ 472 F- �J ' z J tars 8 STATIONS of rrianhole9shownon /anOpp/I otcenterofslxrf't �60o1v. stare/ ,:-Caacrvte rit)gs orad ► -^ -'ti' ' , t'levotions shown atstofIon3 refer to ,)ro%f ed invert�7rrr,�lrne5 �4 •_ ' ' {)bund /' � J sl�vs------- •- F ,r r�rfiArer,PibnAb2'DA07 t' edges -f 9- FL OOP ofrriot-diole.5hollbesteel-lroweledtospP1n91ny line. .,r -E Std. Dwg O _ -' - Minimum 2' -lo with i� t t 'R A0- 800Y ofrnarltrole 9holl be poured in one r_oldintious operrrtlon, t� 0 2-096 a� 1 pa,Eledstneet.s o �' • , except tltotocorlstlx/ctior► jolrrtwltharbrgItLIdlrralkeywoyttroy I Ahnlfnunl 3'-6"with%be placed at the spryx� 1 llrre unpaved . .--, ~ -' ff P shall have the fbllowmg 4rrlues 5'x2'PifaeS. t•, Z" i av�dstreets. a ll- LENGrII L. AND£dlBf.DA T - , _;;r• See Note 3. -ti unless otherwoe shows► on plan 4• DETAIL M f tsars for 0,, - 96'or leis, t. -5' 6 P•5• • ,�rtxlnd `Tie bar (See Note 3) 02 over 96' 1.6,0", P•8 V1 e r •.I tzars L /abbe itwl-ease,)orloco l.rxlofmanholesh/f,•c(,'torivet niopends When L greeter turn ttxot Shown a&,tier /sspv iflec.! D Lure otKill tui con hotted 6 "O. c 12- D LIARS shall be 104 for D? =39'er less, 15 for Or' 42" to 81r "inclu9im and 46 for Oz -90'orover Tie bores shall be "3 born 13-f� •3000psiat28CJOY5 A11\14 - Centerlare of to in tert5ec t io3 i Ye (bice of carie of sprirxjit v line un/e-55 otlrc'rwise Showa 0 15 Where Pressure Manhole Ab. 2Is spgc111ed co p/on.: see S/d Dwg 2-0210 hole J. SUPERSEDES DWG. N0. 2-DI03 - REFERENCES REVISIONS LOS ANGELES COUi-ITY 2-D107 LARK DATe 094CAIP1I004 FLOOC CONTROL DISTRICT 2 U !7l 8.53 kL vised P�; r zr=4'. ,?'=4'. "P o� MANHOLE NO. 2 n. 10 -JJ Cho�?Pvqed d 1' wd,1y. 2-0210 0 D-54 AaUdd note PLAN. SECTION AND I t _ _ ' _ _ 2-096 "" ma 10-54 Added nole DETAIL ' • . ® 11-9-2'� .Step Sfp�acing Grade points (� 7.1-74 /1//l Fl ref APPROYeD •Y 4 See Late d l .11 , +�t]�" 4, .4. -.w__-_. DATE N0. c.( 184 S N e E i cr r 1 1 !I f w - to •k- = _ �Sprinjing line - Inlet ekimhon 1 i applies of thlj point ar-•- Ifto- - 44,18 bc. both »sty; to be used wtren Oz is SECTION 0-A 60"orover. iu Pipe Seat level F txTr ... , ,Se8 Ab �_ 4 t D 1 TABLE OF VALUES FOR'F" F Q F 7- - t2 -42'- __7 -._io' . _131. 455' 7 - -- �'_ _96' IQZ' I4' 48' 51' l08' 16'•_ _ -34' 9- _ 9 �_ 114' - It3 -- - 17'_ 51' _ 63 10. _►7' -i341- -�� 7 • - _1' lr� !44_ -17- _ 18'_ /U RECD.�D .DRAW/NG REV. REVISION DESCRIPTION Y// 9a K� ,F DATE ENGR CITY DATE //'�i2�s//L4- (n I � � 1 "/11 �,E z 7T= � b 7 ENGINEE.=+S 5 PLANN`S 10920 Via Frontera PO. Box 28100 San Diego, CA 92128-0100 • (619) 4E5-1500 Approved e ` /4777 t7 -t2/ -8y W141 -L-1'.447 f, 1411Z- 601V R. C. E. Date STS. E i Al !04 NBSILOWRY RECORD DRAWINGS Inlormatjon Obtained from Client's Records NBS's Records Contractor's Records By- /�� Dale // / CJD CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT Drawn By: INLAND EMPIRE CENTER Sale L 1.4 • C . UT 10 604L.E Designed By: DETAILS Date Y ` r /7", Checked By: �=G• r 2.5�Z(o Dwg No. nst'I App• • roved ACTINO CITY ENGINEER ROBERT NifEDDLE R.C.E � �/,zo