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HomeMy WebLinkAbout0 Baker Arrow 1 Of 2I3 fbUb �� la'D D� i, 11 21 t 20 T✓eS 4m',ra.J Jrf /a,ie arC 'a•- S,dL drp,n bldPur/oOJGS on • b,-sdfL for-,wpo leay 'bi ostoC,a7'ed wit br G D /ip� 9,4 a S-sol re 1.1. forru66¢r yrvsA'cYtd fanfs sjhof/noto R-R Ove. frams,t `and smaller. h -p rn:sh New / P.G- aboer Gasket fQ,7,r A.D_ rA uromoh� Ont,na�r a C,�/e. - i To be JnstO/fea � I j A' j - -- T 7 ..bJn ex,stPt�e w,lh o„ � Cd,C. roJ/ar.,$ee � delbil7f,rs / r/,scr G ak\ PLRN 1oln CYISf•�6 µ,Yf C•vnc CnIVr. See dei, T ,s stile 161%7nne/lo:e fF'A' PROFILE A-A`�y TYPICAL SIDE DRAIN INSTALLATION NOT TO tZALE c4ov -c/ W,,'/ A"fo c," Sse 8cr/va- E•E See /a9n, 7epS✓qta a*(9re - e*"cl 4'�% In..e.), SECTION F-F 1°'le&I'The p e 60' is to .5voawev - 70/,?' sIv ,Curse /"4-, //tart iD/ • oo/ 19 18 REMOVAL NOTES - STORM DRAIN A REMOVES DISPOSE OF EXIS"INC CURBS GUT7R BO--REMOVES DISPOSE OF EXISTING 66" RCP,26 ..F C . REMOVES DISPOSE OF EXISTINb CATCH BASIN D RE140E S DISPOSE OF EXISTING CMP INLET S 20 CMP E PU:u S ABANDbN EXISTING 48" CMP, REMOVE a D,SPOSI: Of T. 9 9.72 Z_, t�px, =rarB2 s.f..� H" i t } � � � # III 1 1 i } i j ; .� } 1 • ; } f j : t { * 7 1 t 1 t t f 1 f � OA16T If 0 vi i m t 1 1 17 16 I5 - - _ 14 �� t2 11 10 4 MY *,f RWhO CUiC41N110E1 - Dri" Pifk Wit% SM 9 farAwdino Couwty Survoyw tag Xt A"- top of curb 27" a or"I of Gwww I im lIftor oa c ( INTERFERING PORTIONS ' m l r001.411I *wl*V*rd AIM l�kitC'F" AY***. F PLUG S ABANItON EXISTING 54" RCP 4 � Elsvat on 1237.586 G RELOCATE EXISTING WATERLINE EX/ST• CNp+.I'Na_`L CON,VE�T/t3M rhJ� N REMOVE AND DISPOSE OF EXISTING CATCH BASIN, LOCAL DEPRESSION 'rO /2EMAI" { AND CMP i �ETIFOt/EEX/5j C:DIYC,�Eie , cA n. 0///6-4go� " I E•P R / 6 wolf r N FSs+.t d,o rMl , atf I J' .•er.•r. r f n ft-m r U) I d`4t? 1' cr Jto(- ortnown i J.b,se ofpooc �1 I F� i \ ! u EX/ST//v6 a6 RCF? SUTION D-D_(E:ND WALL) JUNCTION STRUCTURE "I?" NOT TO SCALE 1�•'oys � Fwr e pA6?Y"a wowJ e .+vr`) /d" J E 1 stow• I • ,yore: :� 4uAa,nrf,ScOro.'eaPe Lo/c ono'bottom foyrr orre:nC in Top Slab no shown p -4t/,an ,vaN,Y,nf CAonne/J..afT, F (Rernj. noT 3hwvn) i Cop 7r /See Nola d Aev ean) / PI !%N-TOP SLAB f NQT TO SCALE //•� EXTST. CNAMV-,4 COrt�NECr TO � m � ,pYov�e R eC94 �i"sr �- Fieo C3sr��:+a�• 2EN/OiIE �Y/57." colvrloare - r, , ND _ I I11 � ^^,BEJVTO EXTSi' I r 0 1 sr m w,cE"tr- - 1 D ,-y !•bZ'k .V _ _ �- A'.CAre-min — N AAfCHore -oe FLAT° 6 44 'e �— �. *40,6' M? ,SI/Nt;aE PE.e IvlaNVFAGTCI,k' '5 n tL ,�' Pf T I O t ,IF-- N7*0 a 1 , ' ftrq roll _. ._ • • � G i _- _--- - -- w !^ �� .. _ - s . e s a s s I +r r :BE S•yEE-�: vI`• CONSTRUCTION MOTES - STORM DRAIN =22°56 Od" �j � � , /9'03;,3" I DELETED 33900 f��' /, =� = 200 CJC✓ / L 4 2 CONSTRUCT 24RCP (12500) r _ N / (1:' S 3 CONSTRUCT 33" R(D I ! 0(1001 - CoG' S % ' /10) , = .34 / 74 CONSTRUCT 66" RCP (95riD) L /35 30 0 / L / B C, Ntt 5 CONSTRUCT 75" RCP (95C"v0D' 6 CONSTRUCT 78' RCP (I05001 A �hA> .& rYav✓k0,oe,., rv}� 7 LGNSTRUCT 81" PCP (135001 Qj �� r j.j. Eli bil i{Aj' dS j f✓+astr Bea-s 4, C7,oil Wa 8 CONSTRUCT 24' CSP (14 GA. ) ti/ C✓ssn-,raN iva a Re neow r9 g CONSTRUCT MANHOLE A PER :'TT STD. 45I0 � : ��i 'i ` AQU i0 10 CONSTRUCT MANHOLE 8 PER CITY STD. 0511 / , / raw' . 11 CONSTRUCT JUNCTION STRUCTURE B PER CITY STD. 0509 O�' fp �! ��!• / �� `' / -+T knt B/Tnncanss 12 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER LACFCD STD. 02-0193 h - - -cow �- 14 :INSTRUCT CATCH BASIN W. 3 PER CITY STD. l504 (M"7') / p; nCITY RANCHO c'u,- 15 CONSTRUCT CATCH BASIN 40. 3 PEN CITY STD. 1504 (W•N ') lti CONSTRUCT CATCH BASIN N0. 3 PER CITY STD. +150d (W21'1 � 4r �'�'✓ - -- 17 CONSTRUCT CATCH BASIN NO. 3 PER CITY STD. 4534 (W"28') y 'FIL or r&, Exrtray e•O' 9ry¢+rx� Opp18 CONSTRUCT CSP INLET PER CALTRANS STD. A177-A S CONNECT TO / ih r EXISTING 24" CMP �� �"' ✓ 'r"—fir'- ---1 19 COW.",TRUCT 24' CONCRETE COLLAR PER LACFCD ST'O. €2-0393 �/ STORMV. IMPROVEMENTS ' 20 CONSTRUCT LOCAL DEPRESSION PER C'TY STD. #SIB f04J C� "-�`C/rainne/ Fcsce aT Nta// 21 CONSTRUCT BRICK AND MORTAR PLUG C) I 22 CONSTRUCT PIPE SJPPORT PER LACFC: STD. 12-1173 �5 ' C ,` �-�FOR EG fir'+ 23 CONSTRUCT TELEPHONE CONDUIT SUPPORT PER LACFCD STC•. 02-0173 ---&�ODIFY EXISTIW; CONNECTION TO CHANNEL / r 25 AUTOMATIC MAIMAGE GATE ALTERNATE NANNE L COWNEMON ENC.. REPAIR PCR CITY STD. DWG. 1312 ` - - - - r A WOW POWWOW 'Awets- i w - - Jno#4 i 3 am - -----.7UMINGS. DESCRIPTION OF REVISION OATS CITY iAPPROdE O act NOX A 0 E, - -4 -- - -T.. -- , - — i I "' 1 — " .. . , -1 f Mpya 77 4) T7 4- Z 4--4 t -A 4 t 7 r �-J 1Z7 10 17 16 15 14 13 12 if to ,4-k-AZ=a�ZP' COMET ST BAKER AVE. C I ty Of Undw �Cucaa&np - Drtve p1a W�J, rb Sito 8-tmat,*djA0 roullity Survo''o'r tag 't," 'e. Va 00' -gt�j - Of L 47 /9,1 oil ewb ZY ao,-kb, of aelij�tirl 1,1,* 1, 4�t,,r f 00W, 14 W, wom md sakerr Amtow 14 adL k% �qi 4,47. 2W�eVA W r 4 - A9 L-oo'oO oo 00. 60 N rAj 7*- 8.0,ff' R, it WNSTNUM NQTFS- Construct 24- RX.P. (1250D) O Con tract 3011 R.C.P. (10CI0D) 3 Construct 60'" R,C.P. (10000) 4 Construct a6`1 R.C.P. (9SOD) Construct MWhvle "All per City Std. Dwg. 510 6 Construct fthkole "B" per City Std. Dwg. 511 7 Carts tract J%=Man Structure "B" per City Std, Diag. 609 8 '.ons- tri urt, J"Oftion, Strucutre No. 4 per LACFCD 3td. Dwg. 9-0-193 Carts trac t TrWisitian Structure No. 3 per LACFCD Std, Dwg. 9-ftag lq Danstrurt GaUh ksin No. 3 per City Std. Dwg. 504 Canstrttct Weal Wpression per City Std. Dwg. 518 I HYCINTH ST A RROW REMOVAL NOTES 1 Remove 60' Catch Basin and Seal Exist 54" R.C.P. Efl Remove an(d relocate interfering portion of exist. 4" water. 3 Remove existing Modified Junction Structure IV 4 Remove existing Junction Structure "B" 5 Remove interfering portion of existing 48* C.M.P. a,nd Seal ends. SHE Emma aw ATTW ROUTE A k NJ A N W 0 1987 10t, x ti 0MCWTIM OF FtEVISION 0ATK 110 CUCAMONGA CITY OF RANCH PLAN AND PROFILE OF STORM DRAIN IMPROVEMENTS FOR ARROW ROUTE APMOVE'D SY: DATE.' CITY E-NORGM FME Otis, DPAWN Alm W A WOW mi �Ck W74, Mon" me oar, sxptftw� -- I - 2 1a . -ib ,e57, 3911 41 12 —S7S7A. rO-A 42.00 4 i2D Ou7E M.4 TCw L rNE SHEET W. 2 w.. Ii 'I S O C4r,P'VE DATA d - 39, 059,50" r - 45' SHEET . + OF _ . EXHOT W-21. . ------ _ ArTACHO TO SIT XO dO,710-z-1 1. �' n NI � lulii,l a nr 1• -rr . r�n ,� r In I:�r n r 4E "NSTRUCTION NOTES_ X;j 0 Construct 24" R.C.P. (12:500) 2 Construct 30" R.C.P. (10000) 03 Construct 6G" R-C.P. (10000) 4 Construct 66" P.C.P. (OWD) 5 Construct Manhole "A* per City Std. Dwq. 510 6 Construct Manhole "8" r City Std. D49. 511 AA �,t EN 7 Construct Junction Structure "S" per City Std. M U Ow 1. 509 G) Construct Junction Strucu tr•e 40. 4 per LACFCD Std. Dwg. 2-D193 9 Construct Transition Structunt No. 3 per LACFCD Sid, Dmg. 2-0188 10 Construct Catch OsSin 40. 3 pet' City Std. Dxq. 534 11 Construct Local OMNINSS10a Per City SU. Dw,. 518 REWYAL HOTE$ 1 ?4wv'e 60' Catch SAS14 avad Seal Exist $4" R.C.P. 2Plemove and relocate InUrfaring portion of exist. 4" water. Efl ye existing ModifUd Jrctlon Structure "8" �a I vle existing Junction Structure "g" flamove interfer-nq Wtiop of existing 48" C.N.P. and See ends. • �' MAR 0 51387 DESCRIPTION OF REVISION � a>er�am CITY CDF RANCHO CUCAMON PLAN AND PROFILE OF STORM DRAIN IMPROVEMENTS FOR BAKER AVENUE APPRaVED BY: DATE: ..�. CITE' EN'G'MEE R - RC L NO. agora" DRAWN LA)" $MIT 21 i ERNWrM, W A to - OKTARA CDC. W" .cat C�C�SCo �6i1 !� RC E no Dart _ EXPMS._ f 97- 3cl , " x � c5 '' �U� � � B=Kc., �� �~E^�� r» ~ `� � SE «0` - ' V1 , jA Construct 75" R.C.P. 950B) Coniztruct Manhole "A" per City Std. Dwg. 510. r '---------- -----��---T----------- , _ Q) ` 4-- -- ^ - ---------------� ---------- -------�� ----'---- r --- --------------W/O-----_—____-m� (0) ~~ CcmmJunction Structure No 4 per LpCFCD Std. Dwy. 2-0193 REMOVAL NO TES - Conatruct Catch Basin No. 3 per City 3td, Wg, 504. Construct Local Deprpmuion per City Std. Uwg. 518. . M Ramove UO` Catch Basin and Seal Exist 54" R.C.P. ~~/�� �mo�trm�t M.\.W. Inlet per Cultronm Std. ��, �0A^ � C�/ 0amm*m and relocate intm N:rYnQ protYnn of exist. 4" watm. `~^ F� ^-^ Rynnva existing Modified Junction Structure "8°' -- 0� Reoo Remove existing Junction �trtL'ro °B". [�1 �� Remove interfering portion of existing 48" CAP. and Seal anJu' --' [�l Remove existing 66° R.C.P. El Remove Rawmvm existing R.C.B. Inlet. S-4frt OF iy PERMIT Ito. R-/ .:ity of Rancho Drive Sa,,n r3e-aardino County Surveyor tag at north top of cmrb �7' north or centerline, Intersection of Foothill Boulevard and Baker Avenue. Elevation 1237.586 141 tu _ - ------- ---------______--_____-__'___-___�-__ -------- w/^n�________ -- � ^ l ' _- ~ ^ . |\ ni L�'� DESCRIPTION OF REV1510N CITY q��� ���� RANCHO CUICAMONVIGA PLAN AND P�'0F1LE OF STORM DRAIN IMPROVEMENTS n FOR �R�� -`' `--`--` ROUTE APVPV8VED BY: ' OQE:~~~�~~~___= E�0,114EF-jR RCE NQ DeDION utyane R9WWtMX0 U o 41 X a 1-T t I T Z-2 �55 , 4i g, m -I-J 4 j, A Jt f T t L Al 4� J T I T 4! _ 1 1 } J _ _ • t t 4 A;1 t 1! V7 fi t + t t ♦ 54 t pp Al t �6 Kx kR ;K /171% f, NAI It PIK"MAAK NO, 16-1 ".H. 11311 s-rA. 15-,, 9e.32. City of Rancho Cucamonga - rViv* pin with -Saa A %rn#rd1no County �k.!�rvwyor tAV at north top of ,6 24P curb 271 north of c"t-arlif* Intaructlan of 6,G " Fodthill Swityard and flakor ANIento. 7 0' 0 elevation 1237.SB6 CO. 21 C 6.0' //60.051 EL _=V "R, / / 6 2.026 00A1,57 15 L.)= ea tC.10 "e. LAT. y A 5rxl,5 tq, 4 W W jo W v i . 1 00A157 55 L. 24 Lr,, `4 Wd, :Acl -to4T L+ ------- CONS7.7 7.5 L.F. X"WA7-RUAIE VF P0,Qr10A1 OF 47" -5. 23'vO _57A. 7- 0 MN SOUTH A ?ERA I- A N �M 96 90' '38. -0 R� 01-or- 7' 000' C 4.00' 78 NOM eLE11 05,-- //60. 38** 14 ' ELEV"R"- 1160-57' 1 Oanrstr ClanstrUM-tt MM": Uff". R 0 U T E A R R 0 ul 3 Co;; trott V LC.P. tMODi i fit 4 CO 0-tit 78" R. (C. P. i(AMMI, I I I I j I I I t 5 L 114 Wro uet ftphalt "A" petr C Std,. Dwg. 00. Qmtrtrct MWINvIs 93 11 'peer City Std. EM-9. 511. 11y'r;> 8 telatmet A�m c0en, � StrvtU, n, OR" per Gi ty Std. Dug. 50 . 4�.Wpt ! .1 : I . p -M - . - tI Y_9 9 00, trwzt Jzmtfop Strimrtwe No. 4 Per LACFCD Std,. Ng. 2-D193 I •Remove 60' Catch Rasin and Seal Exist 54" R.C.P. 30 consunwt utdb Ba,%im W. 8 per City std. Wg. 6,04. 11 Camtract Lwctl Dapfre%lan P.W GIV, Std. Dag, 518. It A.C.B. Ts 11wr Wtmas Std. On. 090. 2 Remove an'd relocate interfering protion of exist. 411 wate. 3 Ramivve existing Modified Junction Structure "B". 4 Remove vKis-ting Junction Structure "B". 5 Remove interVering portion of existing 48' C.M.P. and Seal ends. 6 RUM MWAMP(600, (M-ftl 7 Remove existing R.C.B. Inlet. IHM OF EXH71.j —,, -e __?q ATTACaW TO PERMIT KO. P-Zela I DESCRIPMON OF RENISION 66, 6, Its A W '40 )p W V- 37 _^V Z op 00 Ld bU L it MN jAAR 0 5 M7 UCAMONGA viTY AN N", PLAN AM PWILE OF STORM DRAIN IMPROVEMENTS FOR ARRM ROUTE APMV,E-D 8Y: WIV CITY ENISMS M WCE -W W, 1W A CAL to"ors CITY #Mt� MID DATE APPfWVt0 ago 7 -3 4 0 . I 4fi Wf Qi_rl 3 OVA*, 'I �Vj,17 /rAm. Eoe 17 J1 I Ay, �`- v 'R`MM0t"L � i 171CtiLOF_ %1., 04 k, 7.�A- AS, Y. rrr. V, IN Aniriv of Pit At