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HomeMy WebLinkAbout1607-S BENCH MARK B.M. 1638 ELEV. 1297.297 24' EAST OF (t ETIWANDA ,,nro„e,,-, „ �,,,�� ,b„M, r7a, _ c �:__ __=___ AVENUE AND 40' NORTH OF (t BASELINE, SET BRASS "O "R"' w"'"" ow 0 DPW' For outlet fee Standard BENCH DISC. IN TOP OF ',�� � sw'4rcrw fa,rt r7ww/• I I f��•� •�'. r�, COttn BOfm plOnf i VOnlf t0 suit/Plain er rtinfore r conditionstNE END OF A 4'X2' CONC. concrete DrDe Or C.M P Main Line ° BOX CULVERT. d=0•wiw,CMM raM rab+e �► OW /•.aM R-W~ao,aw refo ares we. , Yrl,wl.a saiawww ,• w.v*iv�aowifq 1 - e• -- _ _ .:°. - t will" _0 Catch eosin Floor ` ~, -1 min See Note 4 Low,Atnrq tyre s rs.s•r•.rlt3 iMp►eastffvwesti, h"". wtonii / AV..*row,Mrw •1 c b or T-� 1 >Plam Or reinforced /IV dwr m'Nr�^r b wW"W-MM-W AwM��nP+.rM �::,j v, _•�.tw.IMRT b w1a•nlr.Vtl l Trdror Mab Ab/ny ./ - • ` or auea a.ol/p»s sum .f»w"•nes nrao 1 , , / ;7_/Ste Note 7 See Note 7 ` cont. pope or C.M P ~.Pow esswna+.or?•.fMN f .sov+s,a.r rtrw art/•rmnc rcrrrr sure 1 / / s' x .+>.,o=/a'a.erR. J►w'ri.trlr rtiw t / i e�f eon oro o,rWe saws Carel, !'n.rr ?. !„•, / a.-r b arro,s ' ' ` (Q 420-C-2000 i Irw.w/�7 in n roar o w earn 9i a snwr-1.01911. i \ f_R 1 PLAN 3 �i b,rwwo+..r a ro me+r �,,. Bedding Of ' .. _ - _ .- -- - - h -- --- -- -- -- inletpipe----- `�B � }'mih / ' Colic. encasement .Connector Dope Cow+rti larrrw roe rs I .Sir -, I `.X .-. -------- - \� - BOfJdi! 1 e. ° -•0'. Eltr 5. See Note 4 tit., i �bwAnrn egsot.n/ �I wenwears nsM,rrnwtsa nragn I ,rco�20eCa2000 / s; . .: see note 3 A 4��° ~ Cools"C'mortar wwrr+rdrr COwtO•N *tel to - --- ` relative density e . required by , O'. ' J c rip"ewe Alco- DW POST DECK OR WALL JO/NT El ECrROL/ER CASE 2 0� � :S to�a l� /roa.srowattsarnw..ss T�/BULARHANDRA/L/NG specifications- / >Pipe Deeding__ •. .- -a TYPICAL s£CT/ON $•erre-P0,v/ EL EVAT/ON \ ,°:.: :.q•.` : :a'_ Note All connector pipes (within tree angles specified for Case 2) ret, qr,n..n.as can - "°^ "'"OA°^iOt^r I,y ivy Undisturbed eartnl�-'�'//��� //i�� snon De encosed when toed w,tn,n the main line etcovated Ifs Nvr�� +wn,/or trench, Or when (Ord on f 11 rh,ch has not been Oensifoed a$relit G , .� -=t__�_ ------- A SECTION 8-8 SECTION waP a NorEs: NOTES. CASE I AND CASE 2 mood •' ; t hewer trari eq saw isww ref..,serer for r pow~ CASE I CASE 3-SADDLE CONNECTION t eYs,ls'awrite tft s4►'der srAf ilrorrner•rn 0 III I Angle A Shoff be between 4S degrees and 90 degrees and NOTES: CASE 3 nwww,pw r. ,pr,,, IN, 1,1,,x. Main Line I Connections to Pipes 21 inches or less .n diameter without C`e+e+r•f rsriwr I r SI J AywpapwMe�y, ,b�11,01W w wf&W „ D stroll De 24 inches or less Fpr smallK values of A Ond 1 trtw+nr.V saaeam a rvr..e roneWRm w,p..wn win larger values of use appropriate standard structure, junction strucl„res or precast Y branches shall De mode nm raaRa o//JO//a/.ss,rnrvev nr�,!cae.► uv»ign 7e',' 0 Q �I I ; ,44./W. I ` .wwe art roes wniwekh•a.•sub n.br a M.r,a+r..,. r with wdaleS W ,ens aw MWN"ft r"ran► .wee«o,w eor•r//y severe b noir m►m.ecrantrr wsnat,r Clots'C' mortar- LI `rs.3•?'.oy77 Paw AV14tr'Q,W a.vsrn•,pan.sawn, 41NOL ,Me Wrool,oro M.n b/'.win.tat'to'o/ .\ 2 In n0 case shall the outside diomNer of the inlet pipe et- 2 Trim Or Cut saddle 10 fit snugly over the Outside Of the .a[►wsM•o,e has rwr 0/8•mm w¢f anon be awr bco+larwrrono'n°nro/WAIVP .rr'/ 0. cold one-hoff the inside diameter of the main %#arm dram main pipe, and so iff alis will be on the tine and rade Memo,ier fNr'.w+"4b• SECT/ON A-A trio., ,s /so rr o of it Wa wv,of o,/on wars n O�. e 9 4W„a„„ O POST EL£VAT/OlV _sECT/ON 8-8 nvvr,s o.w/so/c ` 1 I _ h 4 rranrariror MOV snw/M smriiwwr aiw,sw am rnwr 01 the connecting Oi pt .tsAbi► _ as efww+.eMr.Poars,rscrp nra/a sro.n+Aiwprn n Os r 3 Center line of inlet shall be on radius Of main slOrm drain 3 The openinginto the pipe snon be cut and trimmed TT- -� ,L, N•n[R•Aref aM-pspf9 -fit•sr Mwr ba.wl M•wiriro o,moon W raw,s.weerronrn a✓COW rwr !d f0 CONSTiPUCT/ON NOTES i I 4��'at ssw►fm err °r r" rSJ•Y• /wJS' fMAns Mvr^encs 1• i'��p iO ;'OQr asrvrewns I}O D 1 s I ltctpl wAN! Elevation $if Shawn On pr01ft1 drawings fit the fOOdl! SO 'hat n0 part will project within the Dare el I I C-C mor •f r�'rnn ar C i[r ole,nroo can "z, 1' /r'li 4' ,j ,,,,,,vf•no+r.a.w,n+•fors 1 wren•,roil,s o,Baer.Pkef ke.,e aa�e/M b+bw F•--J,Www 0.0 ' [/ fir` S Irk-1'.•P6"�;, rya win Ppm Bron.vs,wrr /r� i 4nwnen.f Mons Min 1 `� l of the Saddle Drpe yt mol'of sae_fW icy onw,"&w is , ti a reef a,• _- _ Upm,rs oenrwv/ �. :O, 4 The ODMtng into the main florin drain fA011 be tA! outside 4- The connecting pipe Shall be supported as shown in Cases INSTALL BIKE LANE PER CALTRANS TRAFf/CMANU,4L SEC.6-1(3 T-' - - •••,.arw j MMS -`-- - a.`-:- 7. Fa$tans ane rwinaevmwir rot sx.n war'Clow,oft •_ O.D:.. 1 .` , - diameter of the inlet pope pluf One inch minimum or 3 inch I and. 2 I� j 1, !l-�.a9'pow Me'aw' �'I Iannr TiM 16'sn..,. (. f t ( ' it lot•tl?'K + .. ..•. 'Bactl}ill 1. mOtomum 29 INSTALL RX 6M7 PARK/N6)S/6N FEP 04L7RANS TRAFF/C MANU4L SEC.4-Z8 I ' Sm°"'� Q7n °�"' •- 1?•ser•o-/oY'Rwrr as wM s. ,i►anef Rtniel,s w Ps cool,bevy �' /b' ^'o-► '/ sc no reefs b,oV 0 ew, a Eowrsb.•low swnr iReenwM ar fRDens.rn J[+rr M ase* w' pipe bedding _ 1 1 S All Corrugated melol nql Shoff be golvoniree Supertedes erowinq of some number •ecce DECEMBER, 1963 --- fll", C_a.o.xrs S"Not,10 aw//.,acrro»smrw IV/*$Ann w.sso+,rf 09,a at o. D req l c Sfa.A' 4 D(D! and fitti LOS ANGELES COUNTY POST AArNORWE DETAIL ,rCT/ON C-C �P /CE GM£XPY ATOV i/O/Nr "TA/ 1•' Y:s, _ �-� 6. It Angle B is 45 dtgrees or less, use Case 1. If Angle B st,w DAlto purnrsG ,_; Rev REINF ww.r I is greater rnon 4S degrees, use Cost 2 FLOOD CONTROL DISTRICT REv NATE CALIFORNIA °�'°" SECTION C-C SECTION A-A //84 6` +_ "_iL� settmm r tfwiswntrs CHAIN LINK RAILING TYPE 7 CASE 1 T Burn or chill told of cannectOr pipe flush with inner surface JUNCTION STRUCTURE w j 811-52 of moinlme pope Round edge of cOncrett'pipe or rttnforced N 0. 4 RR•R. " REVISIONS concrete pipe A.SH waRR Wt et7CRVTiaR r•.s.r.„ AS. Station Specified on drawings opplie e1 the intersection Of onside n ntfis[a Cawcrete�� won of main storm Brom area coffer line of mjer pipe ff 0 � 4-I• . c. f afwiir.•• SCALE I OAT[ DWG. NO. 2 D 193 CMH NONE MAR•1966 fH[[T Or i LOCAL DEF'RE5510N DETAILw0I � PLAN SCALE + ♦U. l=':L:syhr?/i.' L:�i_ 'Mi}+'ifs+:•=1 L'r'.�iS'�i✓ ♦ .'.' % .i:V :;:' �:.•::•:: �iiL'?• U -,g `O O (SAN BERNARDINO D D U) g COUNTY FLOOD I� 1� �tr. 'CD CONTROL. ©i'5T. J Y } �- I + + + + " PROPERTY.) 9 Z IIP -- Ir s 6 1- (SQ.CAL.ED►SON CO• o X 3ip EASEMENT) \ 3 r' r 81 R�SEO A/KE a Z w a o a �m�\ �' �N •°0 8 �iVE STRIPIAV O ® to�G �V r✓ $ NIA D5 0 1 u r 00 ( ` ��: a"i 4 i e m � a 'r_� f, �� �v�t �c, a, \3 rrV(t^- 'aa �� �/)I�(�(�N 5CALE:I =40 Q�`.19�\ �,� Z �I �, i ' _- �- . w'! �Q t., -\O 0 ( + V `' " r ` •/ 1 a� •V YV v` '-''K_" X3 . �Q ._ .. .__-"_. .. _. .. _ 1/D7. /1•Il:'.i". 'vwwiaw� ��-� g -- ti Q ��� 1 \�� . /' ) O 6- - Z' / h ��' �- sEME LIN\ EX.CNA - - - '/•- .,a, -4,. 12'W 1 Q .f w -��� f3� t Nor{ - 3 _+ _ - - - __ _ .� __ �, -_ - --- At `9 P LINtr� � ef . . _ l ; Y.. .50 ,-s' �) �� -�-fes.- �__ - • , • ' '• � -- . -e I .�� ���'- '�- - - g STA f P IF (i Et i b - s O 0 12, 11- �qI - b' d0 r `C� i CY M N 5EE STREET IMP FLAN N C DRWC- NO 1242-5. $ I • � �,i.a f � � - sl1 �v - 3DB \ J��•i,v:t':S r . .•,. r ,`,r..'f'. :t ; .... .:, BOJ (.( L Coo GF (/) c ^/-.- Y ' I ( W 0. se _ __ _s .. ___ -'I�lw' �f` o o �� Zoe r. o� - _ �-_ -�' _-� EA5EMENT 'd C, - r �� �- LINE, V_ 1, PROPLtNE �- CITY OF RANCHO CUCAMONGA x / �' r oUc Q r -, -, ` �' 0 k NOTE; ANY WORK WITHIN THE s.B.C.F.C.D. , STR/P/�v6 ACAN �9� h h ! a9) �' o �'. d '� s�� CURVE DATA _ C�� - ,fy 9 RIGHT of-WAY W{LL REQUIRE A SEPARATE VICTORIA PARK LANE \ 3 1r °� Z r � M ® f Q. l}• �. (� k O � n.� .,.-__-.�_�-_.�._ � .-___�. _. o_, •..��-,. •. ESSIp,rq p tt - ENCROACHMENT PERMIT. o Ct388� U O - ,� �- a +- FROM 91S ELY OF ROCHESTER TO 13C60 ELY OF ROCHL-STER rT v 8 f� Q C" -1 �O RCP TRAGI t3T19. > 5 52 34 1" 00 I e4,(00 x'11.38 o� Ito j N O �- O oo A zW 6. tt u.. lU Q o - tr i, N �' 6 n2 h `� >O ` a V6 Z SEE ORWC�.NO (1866-D o �8 5 52 34 {-189.00 T I83 48 91.82 + h +� �c ti - � � 6' p 9 ' �� � ; 0��9 g ° 4 9 -.4 CD + -� m 1 5"52t 34 ___ _ - TRACT N0. 14534-I ' a IS t I .UU 185�3..___.._._�2`?5 -__ _ F L r _ V to rh � m w 2' 3'2�af ICCU.Cb 4C6.3� 23.19 sr f C►v ��, of c�L APPROVED BY: - DATE: �- co cfl � S `( 50 �� IFS OD JC r r n 9 X20 2`3912511 Ci89 00 45 Sia _22.94 CITY ENGINEER / RC.E NO. gs3 -- -- r_. CIAY CREEK CHANNEL.., � _2 39 25 f01I.00) 40.88 23.4 DESIGN M6'S CONSULTING RECOMMENDED + + + t O 1 o n MC UDRSE [ DOKICH a SCHULTZ �g c� + ,�(�, C Spl}TH ERN CAL{FOR N I A E D1 SON CO- PROP>rRTY7 C SAN BERNARD INC FLMD CON Q 10 0-t 13 2000.00 353.2G 1-T-1,C f) MDS RUD R10"LL fete sure 390 171412%-W - -- _--_� CA W711 W gm-om s + �, C>t`�T.) ,F- 35{ 32 1�6.12 ____._ ,� �� �Q be � ��• 0� 1�� {o o-t 13 I989.OG DRAWN ----__ . - _ ___- -- -- -- SHEET 3. 4' ., \"� l�e�, \'� e1 �'� 1�@1. 6 � 1Qa0-Tf 1 �__ _ 011.00_ 3rJ�J I I'�I .O� MG PLANNING ENGINEERING SURVEYING ; 13 _. __ __ _2 __.____._ __.__ ._.� .. a OF L0 PETAIt N 2 LD DETAIL 0 3 LD PFUlL # 4 � 180°00'00, 13.5 42.1`) CITY CHECKED CE NO 20596 DRAWING NO. / _ __ _ DESCRIPTION OF REVISION DATE L/ APPROVED DEE DATE FILE NO /60 PROJECT SHEET N0. OF