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HomeMy WebLinkAbout1738-D BENCH MARK CODE-B TYPE -BOLT STAMPING- SB.CO. BM 01091 SETTING CLASS-LIGHT STRUCTURES x . -- # t $ -t _ - i j t # a ; , t t ! ; t ; { + i t , f t I SPECIFIC SETTING-l " RND HD BOLT IN CONC. _._J CURB. LOCATED 6 MI. N/E FROM THE CITY , r t ... t i i ! - i ;, ; ; M ; , I 0161 ORrAv e6utt 7 • 1 OR TOWN OF ONTARIO COUNTY-SB. CO. AT .r f comVe r ?A Oq N E CORNER MILLIKEN AVE. AND 4TH ST. ; s „"•e°eO rod or t! •0if•a Me r / I - j ,l - ,. i i ♦ ..{ s a i i e01t reams __ - _ 1 # yr :p• 0.5 FT W OF DROP INLET ELEV.-1035.881 FT « fr r'x o�" Oro r i + r00 r rtxc ori I , NO'61 # r7[ 0im { _t -. a C� x i � 1K�l2 ..L._4il >it! 7"Jul 1. BASIS OF BEARING P.M. NO. 14647 j 4 i « ! M6Y'►6OV T_ 061[ • +�'�'� • i t I Off} � ^.I B �._ a� i « n ` >h1► Of PROP. F1NIS�H =SERF ACE ES YYPE I TYP .. l t+e +t 7\ m Aw RM or aternottve � S" Nsr. , l � c/� of S.D. i - i t I x i teMaee ww�f 'IC $ t x _ - strop irt♦t+ e�irvtrio M to �. dovot C L _ - - - ataneor a yt"xt" / Mlled or .r�+{ro- -_- PA _ �. Mott « rMtr•d .�..� I i # 1' (TY0.) rwed W S•E• f 0 3.4 W. • rlse elle seeftn 1 111i ff l+ i a ..{ ! ... -� T- 4 t { ± j s .i -i i a i + r < t , , y _kms 1-- ! e • HSL < ; _ _ TY -_! Cd1+>IFIECTOR STRAP DETAIL _ 'E r=L*t,-9d Corruterea slip. stub o'ww lone ! 2YIn hkkness os FESIf •f F d - . .. f 3 7 .. + .. ! -i_-►� t !. $. j y - - . t ALTERNa?iVE �OWCTTMS FOR L-- -------.� eror .� �.., r1 1 PPE TO METAL FLAR SECTIONS ,o tfle skirt � � EO END { ! X 1 51.55 W S. 5M Nor r See tat* o FLARED Tl 1 , t ottou+w LA EO END SECTION I # Q 1050.33 wA R yr'w.flitch Ial ELEY8TII0N CONNECTION TO RCP r # 1X I , ; ( } $ _ � a i LE 10 1.64 BOT ptpe oprtnptt - f �- TOPE V "5 roe aflo - oar+ec"as Flrrhtleo earth nope at rea W t -- 0.60%, 59 taaee NOTES 1050.79 ELEV. t M 3-pleoe oeAos so new 0.10! flat MOoo ow 0=11 tfioR tomer patlMs. MOM Of Oellftlr Oar►sis t0 W 9-eater fDon �' Of the ' pf" WWwy. Miiriob W* boales ft hove lap oean�s vlar•Jl Ore hYDRaUUC DATA $ TYPE A TYPE L *arnroroee Oates to .tth ♦ttr Q100-69.00 CFS w to w •Ithtty Wlr+se by riw►s r eats e } M auaptel�6n*Oe s snr ender fr l 1 t ! 1 Zt "'"" 6e+it of ♦ gcfrt the MY'thru if"rOufl4 MxSr'ora t3"xSr'pipe-arch sit a. # t = . !�€R�?RAITED CM# i4 � n+e 41+� Ae r 'x'/4" or the t o" t.�, T2"mune.T T"xS� oM 1 r I j V 2.63 FPS for Alpe 0-47"Plot a ch Mzes one Y/:"rt'/t'x' for T N~rouna RISER INLET JJ {{ ALTERNATIVE CONNECTIONS FOR �•" ° °"a = a She or**# to be Ottoch" by %"nuts One bot& + ,13 0.59 FT* 1 I I j i 3.4' PPE TO PLASTIC FLARED ENO SECTIONS rete oroa..rlt at+ae a ee perm eesRs Toe that* 1t reQA►e0 sOeeld "Oft t tttoc unser the avow w j ^,� i S onaor0 Spat fltoftans on the TT~xSr'one "xSr-pipe arch sites. j __J_ i 1 __► _ 1 See Noe . }DTV.617 provieana r t i , e. TOe Oto*e t0 be aV01i00ie as Ort oepE30rY �M� epeGNleO. f + ; FL I i1NOtA.+111 ►PES S. tJle of pipe to be 1Lt1eMQ With Or1R1ar tprrvtetions t0 eet+forw ` - 1046.7'5 IioreO•ne section ao et+o I�+1e�61 teak re6t�t from « TYPICAL CROSS-SECTION t oto 6 o>w th. t W 12" CMib 14 GAGES S�0.0030. MF Eio ��+'fiC►4S wnnecnori ort». eesttne way et. uses .tth aoprovd of the LOW FLOW, t C' VE } FL 8" SE R 1w SE[TiON A ■ x r Ettttnser. 1 i { 1,196 LF O S=0.0031 (PRCMIIL+ Mrl ? 1 j j 1 I a a O O Q O.Ois G i i ti Z� -� �S 0011pMrt belle Ottat/Me t0 tM WOO enc settlon twy rW*ta, 1046.9 TO r't Mea r r iy"t r': L For It"ttru!s"infed wd ae�f10n awwoetW%,o urewwoo f r tock WOM ot so" J i 1 ; ; ' ; 1 O "• 0.0.14" t t 6 ti 30 el � CI OME►tSlOtt etdt bots Or as a1n1M way be veep mea Ofethe a to tA6 HYDRAULIC DATA e.'• sob+' t a c tl x sE A a r, �S a See t _ HYDRAULIC DATA T. The tyoaa of ettr�ne"" oonnw"wo for pipe to wew O -6 9.00 CFS tr'• 0.064 9 p 6 3i SPAN IrSf r r Ilox r: I yt~: z"t 4 # - r0o 0100-36.10 CFS 2+ florre enQ aeeftorq d+aetontorel • the fosorMtl 0064" 4 N 4 OA64" f 10 i 23 36 0 I j C d�Q0 VMAX=7.26 FPS 30 0.0iT Q i6 t St s ! 4Ai4t2 6 Za 42 d1QRA11 MES &ES3i"• COTT' i4 19 9 ti0 T2 � 0.064" 9 K i 3Z � Q"t" W T�2 r 2 OO D 4r' OJW' li 22 11 Al 35 4 O.O?T' ID 16 C 3 i0 30".fru M"T I r l 2 4 0 0 to 4f ME-ARQES - i ? OJ09 N 2T Q Tt >0 29 O.OT9'• P M t 4b T m 2r'x}S"thru ST"x3t"T I or ■ -BASED ON NbRMAt dEPTji O o 0 09 b 30 a e+ 0z +� 33 oJo9 0 2i 53 OS 1� p a i0 OJ09 t? b 26 Q 63 90 64 x43 thru U'xST" 2 i _ a a j _: S ♦ d t I I A # l + j : TYDe ! AT StA. 0+00 USiNG Q� �, �, 33 tT ,w ST 3t ao9 1 r ! 'atL W r.tl� n W tib" 0.109" It 36 If by tt0 64 43 0.107' M } 1 BOTTOM WIDTH OF Q'� �o {�y rn +n ao rn M Tr oJo9 le 19 a tT ►n n u o.1os 1e ;i p 7, 114 az - . ♦L :r N a0 1t] 1 , . . i ^ice tp - APPROXJMATELY 43.5 FEET. r\ 4 $ + f �•- Z �h �p ri N Oi N >i' 0 " M u Q tT iSt TT 52 OJ04 b 36 Q TT tti SSA $ _ JN ALL 1 TON ? �`D +opt c� + r I a3 s aa9 le 39 11 1 TE a CAltsdott v e4' GA?r >s s t; t ss tZ 3t # 1 + d 3 o + st tr t © + �p + OEIAM"? OF TRAt15O0RU"W l 1 RI AP T-2.7' + wo ��Wp -W- W - '''" • Equtwoon♦ PI-Mt FES to wee♦ MATO *-294 end m.- W�- m• Co- ASTM O-e4•Soectftootions METAL AND PLASTIC } + j 1 1 4 + .. k - i -� 1 1 -♦ l - f < # ; .j L 7 dg L 62 � I FLARED END SECTIONS FOR i i 1 FLARED END SECTIONS RCP ( D 2 ) 6 ( D-1200 ) 6 CP ( -1200 ) 42 -1 00 3 RCP 3 R D Y �N•4 CORRUGATED METAL AND PLASTIC PIPE CULVERTS � SCALE LE l _..j .j j. + j i i i - a ♦ # i � RRIVAT>�Y P BLiCLY, # i t $ ? i r i i M NTAINE ' MAINTAINED D _, } _; r { i d } # PROFILE SCALES 4 M AlN D ; _ •• - I � � HORIZ • i " 20' VERT. 1 "=2' 7+50 8+'00 8+'50 9+'00 9+50 10+00 10+50 11 +00 11 + 0 CURVE/LINE DATA q SPILLWAY CHANNEL BEARNO RADIUS LENOHT/DIST. TAi40ENT � LOW FLOW PIPE � A N33'03'19"E - 48.33' - i" 1047.21 B N33'03'19"E - 76.29' - / FG CONSTRUCTION NOTES OUANTiTIES - 3' 1047.16 _ - - _ FG 2 1 - - - - - _ 50 CONSTRUCT 1, 196 LF OF 12" CMP (14 GAGE); PROVIDE 1, 196 L.F. MINIMUM COVER OF 12"; USE STD. DWG. NO. 341 (TYPE 1) _ VARIES _ 2 1 " FOR PiPE BEDDING r 51 CONSTRUCT 3' -12" PERFORATED CMP RISER INLET 1 EA. / 1 _ 12" CMP _ ��- � �! 52 CONSTRUCT 1/4 TON RiPRAP PER CALTRANS STD. SPECS. (PROVIDE MIN. 12" OF COVER) LINE ' 72-2.02; T=2.7' ±285 C.Y. SECTION A-A11 O CONSTRUCT METAL FLARED END SECTION N.T.S. J SPILLIWAY - 53 OF �� ` PER CALTRANS STD. DWG. D94 l PARCEL 6 OF 1 - t J `- 54 CONSTRUCT 42" RCP ( D-1200 ) 37.08 L.F. x A 7 55 CONSTRUCT 36 RCP ( D- 1200 ) 75.02 L.F. F�1 14647 N - 56 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY 1047.16 1047.21 OF RANCHO CUCAMONGA STD. DWG. NO. 308 1 EA. EE DETAIL "A" FG Fcrt'22" 5� CONSTRUCT CURB OPENING CATCH BASIN PER CiTY S ! OF RANCHO CUCAMONGA STD. DWG. NO. 300 2 EA. CONSTRUCT LOCAL DEPRESSION PER CiTY IN N OF RANCHO CUCAMONGA STD. DWG. NO. 307 ( CASE B ) 2 EA. DESILTiNG BAS CONSTRUCT TEMP. CMP CATCH BASIN b " PER CiTY OF RANCHO CUCAMONGA STD. DWG. NO. 311 1 EA. 2:1 � 12 C� _\._ 1046.95 2:1 1 $ oo _ / FG 60 INSTALL CHAIN LiNK FENCE PER CITY OF RANCHO CUCAMONGA 284 L.F. - , - - - - - - _ - pL / �p'� 1 `� 1 - STD. DWG. N0. 607. RAiSE FENCE FABRIC 9" ABOVE GROUND _ - x o �• t^"� "� ACROSS SPILLWAY DAYLIGHT cur 1 l 00 61 I �, STA. 11+02.05 61 INSTALL SWALE 18' DRIVE GATE PER CITY OF RANCHO CUCAMONGA 1 EA. APPROXIMAT!` 5 I 2. 1 0 1046S97 XiN�PSOF SEWR • • STD. DWG. N0. 607 LIMIT OF SPILLWAY 60 X o A 55 1047.97 BOT OF SD DETAIL A CHANNEL 1 3' 0 11 p GRADED SPILLWAY _ - SCALE: 1 "=20' I o - - ST."5th" STA. 1+82.83 44 0`� ° o O 54 5 58 x g W = 14.0', V = 5.51 o O p / 56 CHANNEL 50 00 5 � OF SPILLWAY W FLOW PIPE _ - 52 N24'14'41"E LOW FLOW MIN. 12 OF I \2\ 51 59 / -o �o NO. DESCRIPTION OF REVISION DATE APPROVED g L_1,196 L.F. COVER) 5 � 1 42.951 1 � ST"5th* STA. 1+34.25 � O CITY OF RANCHO CUCAMONGA 52 58 5 � IN W = 14.0, V = 7.64' PRIVATELY PUBLICLY 3 0 5 MAINTAINED MAINTAINED u' END OF PIPE P.M. !Y 0. 15350 0 5 ���� � 7 �� STA. D XIN 97 W A A = 36" SD XiNG 8" WATER STORM DRAIN IMPROVEMENT PLAN 1051.64 BOT. OF WATER t PM 1 4 64 �, 1050.64 TOP OF SD FIFTH STREET AND FAIRWAY ViEW PLACE 0 N Approved By DATE: D 0 CITY ENGINEER RCE NO. 24953 �o QLINE "A " RpiF PSS/pDESIGNED BY: �0MME DED: F -A I CASC- 8 � GRAPHIC SCALE � �<eP y�y m DRAWN BY-AJ �iV� ■ NEER ■ N� SHEET Z D e E`o 40 0 20 40 80 . � 460/03 937 SOUTH VIA LATA Os 7 of 14 SUiTE 500 o = 40' T£OF CA1 I� COLTON, CA 92324 DRAWING NO. CNiI � CHECKED 8Y: PH. (909) 783-0101 FAX (909) 783-0108 f �`j g D a