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HomeMy WebLinkAbout2048-D Zt� "� BENCHMARK BENCH MARK NO. 10051 BRASS DISC ON SOUTH END OF 1 CATCH BASIN AT NORTWEST k � - - CORNER OF BASE LINE ROAD AND SWANSON ROAD CITY OF RANCHO CUCAMONGA B.M. ELEVATION• 1300 686 A T 2f - d r _ __ _ - s= aQS H7E `F -7 J7 r Q C a _- - - - - - -- -- - - J+t_ ------- _77 V4 U.0- 0 TR C0 E F P 7 g . 0 T ON�T U Tl - -47 _ _ __-- _ ._ _ __ _+uu - _ __ _-- 50 b 0 11000 0 /L 40 20+00 19+00 18+00 17+00 16+00 15+00 PLAN >> 40' 114+00 13+00 12+00 11 +00 10+00 SCALE IN FEET 40 8 140 160 46 I , o MPD LINE XIV- 32 Q 40 SANBAG 40 0 0,0 � B � 44 � � I . • N L Y R/W — 1 - - - - - 18- - - - - - 17 - - - - 16 - - - - - 15 - - -- 14 — 13 —� 12 - - - 11 —� t28 .- o - - - - - - - -_ _ - - - - - - -_ - -- -- - - - - -- - - - —_ - - - - - =- - - - =- - - -_ - - - - -___ - - - - - - - _- - = - - -_ - - - __ - - - - - =_— _ - - -_ - - - - -_ - - — - - - - - 1 S I f l ✓% N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ti 1 ­'­ +_ 10' STORM DRAIN EASEMENT r o H ' �� S. P. R. R. sCN) ` CL 4 +09. 244 " 48 L Ej 11 � � v A v� . T22 6 s_ SANBAG SL Y R/W F/B-OP - _- W —� — — — 13. 6 u 132t EX 84 RCP MPD LINE XI V—,(9 I rIJ2�32 LINE AND CURVE DATA KriStar Enterprises, Inc, NO. DELTA RADIUS LENGTH TANGENT SANTA ROSA, CA TM 1 44'59'58" 22.50' 17.67' 9.32' (800) 579-8819 Q A N45'13'29"W 10.58' B N89'46'33'E 971.75' MODIFIED/ NO OPENING ^ ' ''' • ' r. T AT BLOCK WALL SIDE GRASSY S WA L E PRE- FILTER •: • • ________ __ ________ ___ ____ __ __ _____ __. ______ STORY DRAIN CONSTRUCTION NOTES ?' � � ''-.: �+#. SpecrfiLatiQtts ... s •' u • •. - 40 INSTALL 60" RCP ("D' LOAD PER PROFILE) r " r n3 iUlodet tQo. . - ► • . • r - -• •• _.Y._.__----i--------- 41 INSTALL 30RCP (D LOAD PER PROFILE) De�oned 6.�1.&,a6 teas dram l " "' - DESCRIPTION o f RE VI SION DA TLS I APPROVED 42 INSTALL 36" RCP ("D' LOAD PER PROFILE) �" w a " GSP lD Oe5r p,:4 for vh-A depths grrafiw dram 18' 4 INSTALL 24' RCP ('D" LOAD PER PROFILE) 44 INSTALL 18" RCP ('D- LOAD PER PROFILE) SwaleGard TM cD�u , ,.•., CITY of RANCHO C/ /C �1 A A O� /G �I o OF 4 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN NO. 318 riharod Flow F.at. 550 spa Stas 1:4 ' - « ., . - ---' _ l_� v /�._�V� --Vvf-1`- A sea-m-etained pra-`ilter designed to collect sediment, debris a.A petroleum hydrocarbons from stormwater rx,o€f prior C O 46 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319 to a grassy swale or bio-retention area. Tire Sw�eGariT"may also be used to fitter utoH ttrou9h a parkway Mart in TRACT 16716 01 F—S/TE 48 CONSTRUCT TRANSITION STRUCTURE N0. 3 PER CITY STD. PLAN N0. 336 some instances. PROPOSED BLK. WALL ©D The working chamber of the SwaleGard"' is made of durable geotextre fabric A"ch:s easily replaced and provides for PER WALL PLAN r a •—CONSTRUCT TEMPORARY BRICK PLUG flexibll:ty, ease of maintenance and eoonomy. It is des';gned t4 collect sediment and debris, as weM as petroleum �. S T ORM DRAIN IMPRO VEMEN T S 51 CONSTRUCT MANHOLE NO. 4 PER CITY STD. PLAN NO. 321 hydrocarbons(oils aid greases).As with Fto-Gardy inserts,the SwaleGardT"performs as an effe Live filtaring device at ' MPD LINE XIV-32 Z }ow fowl(''first flush")and,beta,se of the bui!f in high flow bypass,will not impede the system's maximum desryn flow. Cross Drain Iristaiiat' n l 5�2 —CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 300 �:c.:.�J aen,n screen' ..._...r.-: -:-•'-.,-:-� � Q 5 INSTALL GRASSY SWALE PRE-FILTER CATCH BASIN SwaleGardTlw pr"it-x3 are available in sizes to fit 24',se'and 4T wide curb mets. - • d { O ended for areas s.,bect to sediment and debris as well as low••to-moderate levels d siac�a;ksrrtaas -v �" R�w2�5 �Qg�}p _- PER KRISTAR ENTERPRISES, INC OR APPROVED EQUAL swaeGardT"pre-raters are recommended � ' ZZE troleurn hydrocarbon ods and ease preceding runoff to grassy swales or bio-retention areas. Examples of such a®®i _ --- P£R DETAIL HEREON pe y ( ' grease) •• ' i , I ----------- -- — � �__�_.___ __ __-_ areas are vehicle parking kits, aircraft ramps, +.n rolc and bus forage yards, corporation yards, subdivision streets and >! a APPROVED B Y.' j DA TE.' public streets - Underground Service Alert C ^ Q _- •_ �E CITY ENG/NEER ���� RCE: 24953 g 3 WIDE CONC. V- UTTER ct� — -- r- -- - �- re,i«ecean�zle�. <v� sir-��, DESIGN MADOLE & ASSOCIATES INC. RECO ENDED CALL PER ROUGH GRAD/ G PLAN �a�at basic U F /� 2n ✓A/�P CONSUL nNG CIVIL ENGINEERS ' bx Lu - No. 62183 V, ' - AND LAND PLANNERS _ TOLL FREE - - ©GRASSY SWALE PRE— FILTER CATCH ASIN Exp: 9-30-05 DRAWN 760-A South Rochester Avenue 1 -800 G; Er�r�t ,l,x rAR o. CA 91761 SHEET n PER KRISTAR ENTERPRISES, INC - ��` "'ser:�isterrlFrSzar„kdKriSar£o�prs� {$ r ,' s ✓A o�9o9j 937-9181 Kestr L,i��I'm • O.Sax 7352•S.M� ca 4;40�4.�w3 MDDIFI£D/ NO OPENING � � 8 OF 9 227-2600 OR APPROVED EQUAL �n`�.' F+:�YU919•M7�522"1a6•www. ;*awA�, �m � 1y�od ,sre,n> . AT BLOCK WALL SIDE q�FL'fVl ? Z ,_ - -- - debia:natwrd abd Baer ma"mam uarw*V easy. OF CAS\F CHECKED 1 RCE No 62183 rDRA WNG NO. TWO WORKING DAYS BEFORE YOU DIG LP I OA TF (jl•�Z'a� FILE No 2048 - PROJECT SHEET N0.____OF____ J:\715-1785\storm\SdOt.dwa.9/12/200510:26:48 AM.Cornelia Z BENCHMARK BENCH MARK NO. 10051 BRASS DISC ON SOUTH END OF CATCH BASIN AT NORTW£ST CORNER OF BASE LINE ROAD AND _ SWANSON ROAD n 10 CITY OF RANCHO CUCAMONGA B.M. C4 03 tl ELEVATION.• 1300.686 t� i _T I I I iFn�� I I I I I I 161,r A pzz 1 YR G *3T7 36.E ">f V. 5777 t � � �tT. R NV Y t rF11 36 R 0' 0 1+�� 39 F 7- 03.59 / V 4009. C , v 13 .50 /AV I Q _ -4.5 -- t I t o V. J-1 W 1 N C14 _ Q1 =41. CFS "� "3 0`00 1 t \ \ 3 F17- t ' ' Cq A n. ..8 r - - .. R I IALL F VMAX .7 F S $ IST t7 .0- LF,. -3 -�?C � R rN MTAL__ . 5 D _ �500 d r 0 /L OR/ J'=I 40r , 7' ,.= 4• 24+00 23+00 22+00 21 +00 20+00 PLM >> 40' 10+00 11 +00 12+00 13+00 SCALE IN FEET 40 8 1 0 160 MPD L INE XX V- 32 L INE A VIA TESORO DRI VE (LOT G) 48 J O ;� Q J J Uj � � I � i � �_ � F�pSC::A:L!E_-. �1' = 40 II I S 53 � � a 322.6 0 v 52 CL C. i CLEC. n 2 52 - ' STQ. . STA 20' 1 ST. 69 ti W=10 V=6. ' 1 3 I Q � ' X324.2 y E� PIAN & PROFILE Z STC= 1323.71 Q T 1323 � 1 v v ) o > < , 12+52. 19 E AT WK S s 2 W P I i � ' r 12+34_4 -78C i �a P I� 1L � P 'I \ ° ° °r p o� ° ��- W D LAT A-L 1 44 i 0 40 �. E PR FILE ON SHEET "8" P ` A °O23 22 N'L Y R — ° /W 5 J I "j Tv -LIN i� — �-3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � + � `� '+-� � � �`'� 4� S�PI�OF/IF ET "8" � � W I� T W1 -t- �' �. 322.9' / 0 .r CL S. P. R. R. �z - C a oo B i �1 r I 11+78.59 LINE" . 51 N W I 00.00.._1/NE`'8' Q 50 I + =23+34.9 MPD L10 0*0 JU LINLE A INE V-3 Imo\ S L Y R/VY III V 1 o y 0 � �� r \ w-v-vvw'�. L O T D �1 MPD LIN XIV-32 I I + rY ----------- ------------ -------- 1 1 p YYYv'vY SEE PLAN PLAN & PROFILE 0 LEFT' I 41 t 40 o DESCRIPTION o f REVISION DA TE APPROVED iI i --- - _—_-- -- — -- -- -- - ---- — � - CITY of RANCHO CUCA M_0_N_GA_ STORM DRAIN CONSTRUCTION NOTES 'TRA C T 16716 OFF-SITE 40 INSTALL 60 RCP (D LOAD PER PROFILE) Z 41 INSTALL 30" RCP (ID" LOAD PER PROFILE) STORM DRAIN IMPROVEMENTS a LINE AND CURVE DATA �42 INSTALL 36RCP (D LOAD PER PROFILE) � INSTALL 24" RCP ('D" LOAD PER PROFILE) MPD LINE XIV-32 & LINE A nre-1 �� N0. DELTA RADIUS LENGTH TANGENT 44 INSTALL 18" RCP ('D" LOAD PER PROFILE) o 1 45'02'10" 22.50' 17.69' 9.33' 45 CONSTRUCT MANHOLE NO. 1 PER CITY STD. PLAN NO. 318 _ _ _ R_OIA20OS-0081FA 2 90'07'35" 45.00' 70.79' 45. 10' 46 CONSTRUCT MANHOLE NO. 2 PER CITY STD. PLAN NO. 319 APPROVED BY' OA TE.• 4 CONSTRUCT MANSMON STRUCTURE NO. 3 PER CITY STD. PLAN N0. 336 ESS CITY ENGINEER RCE.' 24953 Underground Service A I e rt 3 45'00'00" 22.50' 17.67' 9.32' 05 —CONSTRUCT TEMPORARY BRICK PLUG P MAS — f c I MADOLE &� ASSOCIATES,N89'46'33"£ 355.88' � s � DESIGN INC.�RECOM DED °o CALL 51 CONSTRUCT MANHOLE N0. 4 PER CITY STD. PLAN N0. 321 Z; � F n TOLL FREE B N45'02'18"W 6. 12' ©2--CONSTRUCT CATCH BASIN PER CITY STD PLAN N0. 300 �o m — cONAN LA OWL ENGINEERS �_ -y w NO. 62183 N m AND LAND PLANNERS t 1 —800 C N00'00'09"W 107.10' INSTALL STANDARD SIZE CATCH BASIN FILTER PER DETAIL ON SHEET 8 � Exp: 9-30-05 � DRAWN 760-A south Rochester Avenue S � D N8952'17'E 32.82' 4 INSTALL 48" RCP 'D" LOAD PER PROFILE o/�7AR o CA 91761 SHEET 227-2600 �— ( ) �'9rF CJ V Iti o�a�� - (9095 937-9131 E N44'S2'17"E 2.70' of cAt_\F , OF 9 CHECKED RCE No fi2183 7DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG F- N28'53'02'IY 32.62' DATE ' f FILE No 2048 PROJECT SHEET J:\715-1785\storm\Sd02.dwa.9M 2/2005 10:29:07 AM.Comelia _ _ _ - BENCHMARK 1 _ 10(T�Yfi _ t t_. _ _ _.. BENCH MARK N0. 10051 l N SOUTH N F - BRASS DSC 0 SOU END 0 - t CATCH BASIN AT NORTWEST RNR OF BAS LINE ROAD AND CORNER E S _ : t a , _ W NROAD } _ _ _ � S ANSO _ 1 2Q _ Y ! � ITY OF RANCHO CUCAMONGA B.M. - _- ELEVATION. 1300.686 J__ �. } _ _R -9 It ILL _ 1 W y d I E _ 1 ! -or a - _ - Q _ - Ai . t i71 IN. _ t - - YR H $ 9 N _ 240- 4- _ - fi ! I -.2` - I FT _ _ _ FTEIT I , -�---} - - -f-+ : T. S T 18 2 VV �. t•„ a i t * } g o -N - a _ l T 7. 6- . . ,► i S L 2 _ } _ 44-- lot : +44_I I if T 4 _ _ , 10+00 11 +00 12+00 13+00 14+00 15+00 PLAN �- ,w 16+00 10+00 10+ 10 10+20 10+J0 10+40 10+50 SCALE IN FEET 0 8 140 160 PS-C:A::L:E: 1' = 40 _ !r INE B O VIA REGA L L 0 DRIVE Plt I imT - t` ' - - CL C.TA 18+20.00 52 53 STORM DRAIN CONSTRUCT/ON NOTES VIA TESORO ORI VE �i4 15 6-. sT. s, . (LOT F) W M _ f W=10 V=6.62 40 INSTALL 54 M RCP (0 r LOAD PER PROF/LE) Q G Q N \ + 43 TC= 1330.26 41 INSTALL 30 RCP (0 LOAD P£R PROF/LE) (LOT `` 36' RCP �D' LOA SEE RIGHT SIDE (n �{.. � - �- - - = �- - -,' - - - - - - - _ . - - - - - - - 42 INSTALL r (n M 0 PER PROfILE) 0'� 3 - _ MA TCHLINE - 14+23.88 EC . _ - T - rt•r - 4 INSTALL 24, RCP (DO LOAD PER PROFILE) _ � - - - - - - - - - - - - - - -- - - - - - - - - - RR _ INSTALL 18 RCP (D LOAD PER PROFILE) - --r: RE L L/�y D 8 - 0 T F + 51 C m 4 4 CONSTRUCT MfWHOLE N0. 1 PER CITY STD. PLAN NO. 318 �: Y SEE PLAN & PROFILE ON SHEET '7 l ``'� - - fit 15 0 6 LAT 8-L 1 44 4t�b--CONSTRUCT Ma1NHOLE N0 2 PER CITY SID. PLAN N0. 319 /" , C4 0 41 _ - /, r A -- SEE PROF/L ON THIS SHEET 48 ONSTRUCT IRANSII]ON STRUCTURE NO. 3 PER C1TY STD. PLAN ND. 336 1 L01• G VIA DRINELLO .PLACE _ T " ; ��.1 .�r_= _ -- 0 CONSTRUCT TEMPORARY BRICK PLUG 10+00.00 LINE B - - - 1 r O =1 1+78.59 LINEA _ - �._._ ._.: Tn- __" - _ 1 51 CONSTRUCT MfWHOLE N0. 4 PER CITY SID. PLAN N0. 321 -- -, --@@ CONSTRUCT G4TCH BASIN PER CITY STD. PLAN N0. 3O0 CL C.B. 4 ;- - _ .00 / --1 - O - HEREON - - - ry}v ST STA 18+20 INSTALL STANQARD SIZE CATCH BASIN F/LT£R PER D£TA/L W=4 V-5.50 TC= 1330.26 _ INSTALL GRASSY SWALE PRE FILTER CATCH BASIN 16+23,, 6+ D 43 E PER KOSTAR ENTERPRISES, INC OR APPROVED EQUAL -- 3 INLET ai �J 55 PER DETAIL ON SHEET 6. =10+0 .00 LAT 8-L 1 T. 1 . 15 'f W=4V=4.50'9 : - 33 0 F 1 2 3 PERK FILTER FL4�RD'"+PLUS CATCH BASIN FILTER INSERT caoiI mLmFILTERft RT KriStur Enterprises, Inc, SANTA ROSA, CA (800) 579-8819 _ DESCRI P TION of REVISION "'���''�"""'�"���" ___-_____ _._____- . __--___ ..__.__-.____---_____ _._. ______-_.____ - ___---____.__ - .___�_DATE � APPROVED � :aircLoa pPia�irg�n,�tiryci+q iyaxu. f,ifc[t�11c r gate�c!:,�,steQr Sutrr at i 3 I rA Gw razt=hBzhMir Lnmh imie1� C/ TY o f RANCHO CU CA M ON GA ip Bilk Ear�.;k.(WA ALLIA a is nw s rd to dcs W 0-=m mu r:�s- LINE AND CURVE DATA 4.A4,441 a"1 :gid fai�o icy N0. DELTA RADIUS LENGTH TANGENT TRACT 16716 Z fl3..k3•i1.x/ M iPcils`�7C#A� - ' STORM DRAIN IMPROVEMENTS � .�,cE�,+�P=rb:�P,�rr;,� 1� 1 96700,00" 45.00 70.69 45.00 a �,rP,i�r .P»f>a<ccxts tt►3 1��+cJtCs1 ci, ,2`s 2 52`23104 45.00' 41.40. 22. 14' LINE A LA TERA L A -L 1 & 6-L 1 05 Wee A NOO'07 43'1N 353.19 py2/I/ffTE o C„ atd + us 8 N89'52'17"E 174.90' R01�ZA45.O0$`f4 wm„ ,� � � r ;, . SPECIFIER CHART C N3T29'13"E 13.84' .____ A,iinh Fra takh Lash :asirt ttsI Ad to tt+ . s sib1cr,unt, demi, frau 3,X om frx5 low r"11AN rb.VAPPROVED N54'12'46"W 25.62' B Y.• DATE D CITY ENGINEER /� Q(//�/fv�'� RCE: 24953 A(d�ljzd)t.t;�h�•rr toss U11G*:fkw t�t y t.4 d% kA'AkP4 rtA91kI1J zrdac�t WA live r Flu,! *W1&flyd ) Inlet Width Solids Storage Filtered Flow Total Bypass Q�oFE 9 �, tii Underground Service AI art AND afiLms susUne�mwiriws du4p Ic"vder+:xrur.a&-_mArw ccrKWOF& Model No. (in) Capacity (cu ft) (cfs) Cap. (cfs) E NO2-55'1 4 'W 17.35 _. __ DESIGN MADOLE 8c ASSOCIATES INC ' RECO E DED IR CALL Fb- www + 'I.Fs icrjr`-.s m-e ifiai d-9 in sites to(A nt-1 iridt,*y-std :Wd dfaicap irl s Fal fjrrAO,cmff�iev3t-c^ FGP- 7.00I 84 3.2 2.5 15.9 �A E, JAILP CONSULnNO OWL ENGINEERS � � Cuflmdvxdw&� TOLL FREE FGP-10.00I 120 4.6 3.5 21.9 � No. 62183 �, � ___ ___________ _1 AND LAND PLANNERS � Flc.Gur��+ �fyus.alrh bask tiser!Es gra ca,cemr�s�nded r s su{jcd to sit and�iefr'ss s>s �a+ei1 �s aat aa7r,dera Exp: 9-30-05 DRAWN Sao-A South - CA 91761 17 Avenue SHEET 1 -800 lkti'913 d Fu'auiil<st 1!E itj+dl utdr fibQ tats 62`d 9E:It►� GX8(h(Jh=3':�suuh areas a�Y 6t5e',�tl t �� tY 12` TAR O, CA 9 t 76 t w4in s,t1Wa'AIEU00,b'vk FGP-21.00I 252 9.7 7.2 44.3 °�9o9s 9J7-9131 227-2600 and Iibi tlwegu f3(�,Oaj#3'hL`I7'yo-dii,Subdivision A-6*b autci ptb:o�z qT CI v 1� �a\P JA0 8 of 9 Z PN_ 1E FGP-3648F 36x48 6.8 3.2 11.5 Fac^I-�Fc CHECKED RCE No 62183 DRAWING NO.______ TWO WORKING DAYS BEFORE YOU DIG JA DATE 9'�L'! FILE No 2048 PROJECT SHEET NO.____OF ___ J:1715-1785ts1orm\Sd03.dm.9111'M 10:31:01 AM.Comb