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HomeMy WebLinkAbout2399-8117 3-0.03.5_/ I 000 - .DETAIL m WIL JUNCTION STRUCTURE N0O2. 0 STA. 3 + 03-54 SCALE 1" 101 PLAN /0-00.00 4 /*,,r I t J .0^ Q , I . 6ETAlL !I = JUNCTION STRUCTURE N0.1 STA. 1+00.00 f Ob It 'r * ; . - Or cr— A SCALE 1" • 20' 7,9 � 1 AVW40 A-VAES /5. 2/ .0. • ret !a :0 a7r47 Q� .4b;, *L A 11 -c! . SECTION PesOOP, i FACF Or= HEA 9AIAL 4 ,479 Wer. Cy1WCvA_rA_44WW — Co4 15 -e r r. F Dim w PA -e 49Z4aA0W QO A? /L 0 CK MIA L 4 a -Z CZ40/#og fLW '' LOT 674 o14 ror artvagr 5 wee 09 5T&A A r.*&wr— - o I 79 AlIM6 WA 44 000 LOT DETAIL *G* W% to Designer Wcheche R. 'We how Grind ON expes" Corners Redwood CftW used MOO *111MI is IN 110111111" Of 410111 foods. 01berwin use Type WAP *W. Slotwxe iw 1111011141691 One ormere wall "onmpombewed. Leaftoand number ooordered 4fed Dow.• QWning (M be cast in RK a 4re -t 4 24 41 le villbu-N R- Tock weld .440 _t Bramis 1p fly Ctrs VOL cow (3911 N1111111111110 a 4101" x 14 hent Plate 0 hot" in bracket and JULY 1. 101141 w0sw W 1111411111111 its CSP )2 1111 GENERAL I"Nsis in C leChadwed 4L 30 cow common to DETA& Place pipe so bars 0441 L _V%-.Whr is30inchesor toll st 'or grate will be parallel willCSP and =c 00 R."s a 4 not mww"* thon'l inc t- floor "41 No marked NO min 30 W mare I and ainch"sall,7tt 3% bws 2%6"Redwood 2 MC es moin W P49dwoodlep 31r %xf far not more than 12 indhm below top of WO un J� . --i irTypj- (TV" M *ft kill" OW4W WA Of "*a I The ween steps ou 11 not exceed li the 1,; be unifops ==t t I of to inch 01. 1.all PM.OafapowfodhrM1st :n lith of IMM see r a WOW sid.plen mortar E)*bWb wAosshm _T Ladder may be constructed in one Wag* at C4nfiWAW pipe SECTION D - D w0d W 41111W * — , contrectorlt option on R.C.P. Riser. 2 -Holes Weld 2W 1174, for 1/240 On, C.S.P. Riser, Comsat ladder splies plate of tub Field AW :r OCP or OCP I (see Noot 9). Posits 50 jointam compress W. WITH STEEL COVER 2-4 Vb" DETAIL H to be 04161010101" Mo I �AL­ Xr4, ==sn� •___._ 40 :. p� 41W Inlet pipsti shall not protrude Dia Pipe WChooked X WX15• we b@$J4. SECTION A -A SECTION B-® slat W.? - Wr as T_ 4L = for isileft used tw isaahm b8W. bll" TYPE GMP 1. all directions toward outlet 'Its. sow a (S" Net" 10"71 outl hst$ !•• I-# wood trowel finish. TYPE OCP or OCPI (Sar Nola gr '(I'IJAC J h" or#"# Steel rtvw W(rN REDWOW OOM• pip 011ON01101) T. Gelv"Zinj: SOIR 3NMd9rd 2040flOOkM V Special Provisions. Cost IN 24 stat trillO Graft•• See "Standard Pion" D77 -A and D77-8 for • 11_AT�� • L washer M_ SOU111011 Pkm we n Ism _d101111=1111111 ad Grate and From* Details and Weights of vow WW Mal i I Miscellen*owe Iron and Steel. "a �Smtrfaz Itl� 3! SECTION E-9 9 DO*' not' of T OCPI or 0MV4 Pips (on SWOON 9-6 holeft 'oi"di,,t,' '11h Rocks an 1* 1* WasioN UPPER PART OF isr bwm &Blow on, n T, DETAIL "Go 'own' installed on all side openings. SECTION 8-L LADDER DETAIL, I* Chain to be provided witen specifiet. L:rX2leXW fu—ro 31rc2p. FAM Ri , t we TYPE GCE ftW OD64"Go1v Stsel It. Calk "W with pliable mixture of sand, ptrtlad or To�k Weld at NftpalW Cement. sod ern a 4*Vd WITH GRATE Pols ROW000111MION! (2 NNW gephelf (Mixture d Va pooft or or wvxr SECTION A -A flow cement 5 ports am. so to C.S.P. points or better Maid 40"Wl: SSI smulsifleld asphalt.) C=_ M;r so 0 Ilk gat WXW M Mo 311001 (See Not" I ad ro +10_1�_\ irk Wxz* WGG.A OIL -79iiTi Vbr OLe isk shm0der Issalilm or 14 Steel OIL -- (SOD Seek" T �_* 9—shrAder %10 woo =*) - NWIS IV I N v VA pow of cap wevid X twbdwmdmw 36 CAP riser to provide douW SECTION C - C thickness and additional suppwt Note: Goly - tlftd Ili, under ring and grate. ♦ W rYPE OM P or OMPI (sw Nwe w and am ub a ;•: . (Set No" 10) 36"CIP. - 0. Me" Tma pipMOODY) WITH STEEL COVER ' Rivets, Spot WW*r•••OWN war -e Toolt ftld d Ve points Or bow max DETAIL "W Diameter Sao %A_r- AC@ft Drill 1•0 how in CP; coo or drill 1*0 TYPE 9A _FWAA 11trAller Un am pips for VeO mech. belts, cut W slotWaaw DETAILS OF TRASH RACK Welded 0 Coves Cq ftivM= Wdd a FOR PUMPING INSTALLATIONS ------------- wow d T jq T� USE "S1 TYPE "I or 066M Meds b0- oar* kvitsitt"Orwier PIP NW cMP Diam*tsr Buse MUM F4 RU. MM STAN Of CALIF01111010 TYPE ODI BASE DETAIL MRty x P DETAIL PIPE RISER CONNECTION PIPE INLETS — f 075 1LT' WOMTION- PROVIDED BY OTHERS THE -Aw Mm"THE ACCURACY OF THIS I _ $1 Agro"BLE FOR ANY ERROR$ 01k' ED HEREIN AS A RML fNRACK .^4,ECES.s 4C )I. G` i0ut1*1 0ondu!!Cf Prop. and - —1 4 iv 0 Ice MAO SOL7 AAVr Case A llsio. C-1P)o C SEC r 4r -C v 4001 POW FOR DA7A.(LX utlet conduit 1 11111111111111111111 00 iv CGEW .SECTION A—A Exist. prop. headwaN of W" HAk 3 0 Jvd t Awxre Awr 071 Ilk & "P ECTION C— IT ON00IT EXCEPT ON REMOVABLE POt1T1 '14 SAJt : //P'w jef,^ r e.*.,wr wo ..Ym4caer OED tt'1VT OrAr powr (A" //Z N/A r? ACWIZ-00 'vat. CTyAA WOO 414 -v SAM 3 v NO SECnCW D_ e ry4op.) AS SHOftW MIL %&Ft* ELEVATION PLAN DETAIL. 'EON r�' Yq - Cone. support ELEVATION Case A 0- headwall! wingwaS GENMAL NOTES I "M 9199 OF OUTLET 70 99 USED WI?H THIS RWX IS 480 PIPS ON 4S" D9 BOX. IIMUM LDiM- OF RACK IS Lr- is 19 FT. 2. L CAN BE ED SO THAT THE SLOPE or THE RACK is AP ATELY 2 HDRIZ. ;6 1 vEEwrr . AS AS LK 15 NOT GREATER THAN L. (( PLANS HE N) 3 THE COPICIRErs SUPPMT I S SARY IF EXISTI - PFOMSED INLET STRUIC—rurts HAS INADEQUATE SUPPORT. I NOT ELI TE THE NEED FOR A CU FF WMA. BUT CAN BE INTEGRATED WITH ONE R RED AT A PARTICXXAR I ION. 4 GALVXNIZZ ALL EXPOSED FERROUS ABRICATION. IF F1 MD WNDS AU Y, U59 GALVI000# tAIY OR DISTRICT APP11417VID EQUAL FOR MATING 6 ALL BOLTS SH BE 1/20 IN DIAMETER AND 70 IN LENGTH. ON z Poltrion OF THE USE STAINLESS STEEL 8(l T9 AM NLrrS. WHERE H WI AMC ®LISTING, HILTI KKK -DOLT OR EQUIVALENT CAN BE USED. ate- A:% 62 RE"Ok A #0%.k I r-%, A 0% 111 rmAk rmOO MvM 0 INOT TO SCALID E OF C A0 10;v'