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HomeMy WebLinkAbout1677-D STORM DRAIN IMPROVEMENT PLANS CIENIFRAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. R4- CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. HIGHLAND AVENUE VICTO, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE J W RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE �Z Z W g- SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO u VICTORIA z v FROM DAY CREEK CHANNEL TO DAY CREEK COST TO THE CITY OF RANCHO CUCAMONGA. � o p a S BLVD, uwE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES PROJECT SATE RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH . . . .. . m IN THE CITY OF R CUCAMONGA FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS � METRO LINK CORRIDOR (ABANDONED ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY Z CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. BASELINE ROAD 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB- GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES o � MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. �C 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF NIGHTY MAP RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE r ! MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, -- ---- -- _�, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN n I TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. \\V I 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE I ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE �!I I GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL ---- I 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.PA FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. I 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF I CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY USTED IN THE ESTIMATE OF QUANTITIES SHAD_ BE O j t i CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. � 1 ,J I 14. STREET SIGNS PER CRY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE U i A CONSTRUCTED AT EACH INTERSECTION. -J Z 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR 4 { 1 THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY wtz: _- _ ----- - II I ENGINEER FOR APPROVAL 44 144 i 6. WORK SITE AND EXTERIOR STREETS SHALL 8E IN A NEAT, CLEW, WIZARD FREE, ORDERLY p I V STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE Uj I INSPECTOR. IAC 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE A PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UN- ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATIS- FACTION OF THE CITY ENGINEER. UTUTY CONTACT LAT. "A-1" -` LAT. "A-CrI -- CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. —-- - _ _ � I VALLEY MUNICIPAL WATER DISTRICT 818 969-7911 - - MR. BOB STAWNGS -- - - - I FOR BASE LINE ROAD CONSTRUCTION LAT. "A-4" — VICTORIA PARK LANE GENERAL TELEPHONE 1-800-483-3000 " " I 3� LINE A � SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. SHEET 3 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD W NO WORK SHALL COMMENCE WITHIN RANCHO CUCAMONGA, CA 91730 THE SAN BERNARDINO FLOOD CONTROL METROPOLITAN WATER DISTRICT (909) 593-7474 CONSTRUCTION NOTEWESTIMATE OF QUANTITIES DISTRICT RIGHT-OF-WAY UNTIL ISSUANCE 700 N. MORENO AVENUE v OF P 198313 nssUED 5%05/99)R M IT. PERMIT No. INDEX MAP LA VERNE, CA 91750 1 D LOAD PER PROFILE COMCAST 909) 983-9895 CONSTRUCT 96" RCP ( )• 1706 LF SCALE I"= 160' "= 160' 1205 DUPONT STREET PORTION OF RED HILL) 49 ONTARIO, CA 91762 O2 CONSTRUCT 7r RCP (D LOAD PER PROFILE). 66 LF 44 �� SHEET 2 Q3 CONSTRUCT 30' RCP (D LOAD PER PROFILE) 175 LF 1Q 44 MARKS CABLEVISION 909 987-6275 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 10808 FOOTHILL BLVD. 1' 120 909 880-0222 ® CONSTRUCT 24" RCP (D LOAD PER PROFILE) 74 EA RANCHO CUCAMONGA, CA 91730 O5 CONSTRUCT MANHOLE NO. 2, 36' PIPE OR LARGER PER CITY STD. PL 319. 2 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURESQ �� GIT ;4-3" A SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE © CONSTRUCT 36' RCP 4 LF BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON .Iovfd CONST. Wry/9 THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS © S.B.C.F, C•D r F-os-3-9 SEE Sho'r 4 Q7 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PL 334 1 EA TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON -- ® CONSTRUCT TRANSITION STRUCTURE, PIPE TO CONCRETE DITCH PER DETAIL ON SHT. 4 20 1F THESE PLANS. �i REV.LAT.A-2,A-4,A-5 8 A-6 PROFILE O9 CONSTRUCT TRANSITION STRUCTURE, CONCRETE DITCH TO EARTHEN DITCH ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE DESCRIPTION OF REVISION DATE PER DETAIL ON SHT. 4 42 LF PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS APPROVED: AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH 10 CONSTRUCT PIPE CLOSURE - TYPE 'Er (BRICK AND MORTAR) PER SAN BERNARDINO REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CITY OF R A N C H Q CUCAMONGA COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 176A. (SEE DETAIL SHT. 5) 4 Eq 11 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. PL. 311 1 EA THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE ANY WAY FOR THE CONTRACTOR'S STORM DRAIN IMPROVEMENT PLANS FOR AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL UPATIONAL SAFETY AND HEALTH 1© CONSTRUCT 4 LF OF RCP 0 S=0.01 AND PLUG INCLUDED IN PIPE �p6S'C. REGULATIONOF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 13 CONSTRUCT TRASH RACK (INCUNED) FOR STORM DRAIN PER LOS ANGELES COUNTY DEPT. SIZE QUANTITY �����F� C CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE���y COVER SHEET OF PUBUC WORKS STD. PLAN 3060. USE BARRIER FOR BOX SIZE 6'x6' (SEE DETAIL SHT. 5) 1 EA � � 4'J, _ RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 'n rn z THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS do WI 14 INSTALL 5 FT. HIGH CHAIN LINK FENCE AT HEADWALL. NGWALL PER LOS ANGELES COUNTY No. 20596 m REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING VICTORIA PARK LANE Exp, 9-30-01 Z HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER DEPT. OF PUBUC WORKS STD. PL 6104-0 SHEETS 1 do 2 (SEE DETAIL SHT. 5) 1 EA AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 15 CONSTRUCT 18' RCP (D LOAD PER PLAN) 69 LFOr CAI IE cl/m \P COGNECTICOE WITH OF THIS PROJECT, EVXCE ERNG FOR LIABILITY ARISING FROM THE SOLE APPROVED BY �� # DATE: 16 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL. 333 4 EA /Q ZQ 3Q CITY ENGINEER -__ _ L RCE 24953 17 CONSTRUCT CATCH BASIN PER CITY STD. NO. 300 (W AS SHOWN ON PLAN) 3 EA DESIGN RECOMMENDED 18 CONSTRUCT MANHOLE NO. 2 OR LARGER PER CITY STD. PL. 319, MODIFIED W/OUT MH SHAFT. 1 DIAL TOLL FREE ` CITY OF RANCHO CUCAMONGA R.B.M. s .co�sac rime !g CGYVSTRI�T P.P07FG Tlt'>i✓6L9.PR/ER PEEP 5.0.C-,-CD.. STb. F/LE 1 -800-422-4133 CA 0 2 ©OBENCHMARK NUMBER 1638 17`20 7+ ..�°'3W 7 4)z�s�Osie A✓o. sP /oi-i .lni0 DETA/G viv s�s'EET¢. • • WOam Homes, Inc. ELEVATION : 1297.297 DRAWN ,�H E HEFaNG S ES SHEET AT LEAST M DAYS 24' EAST OF C ETIWANDA AVENUE D.L. 1 5 KF , 4490 VON KARMAN NEWPORT BEACH, CALIFORNIA 92658-7520 (714) 833 - 3600 AND 40' NORTH OF IZ BASELINE OF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BRASS BENCH DISC IN TOP OF NE END CHECKED E NO 0596 DRAWING NO. OF 4' x 2' CONCRETE BOX CULVERT S.C.M. DATE FILE NO 77 PROJECT SHEET N0. OF 34038\IMPLANSI\SD\SDO1 03-11-99 �S _ ___ --___.I____ __- +»___:_. _-_-..__, . .-.-- ___.. __.__ --,_--- --_-_-- ____ +._-__ __ ______. -___ b ----_ ..+.-_.-..-.-_--T- w _ -+----,-- ._,.. - _--__•-.--•- ----.- ---_- ----a-._-__`-____i--r-- 'i--_ '"-,--- -"------�-.-----.-----.--.M -.. 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' ® CONSTRUCT 24' RCP (D LOAD PER PROFILE) I I O 29,5' Z2' I 5 CONSTRUCT MANHOLE NO. 2, 36' PIPE OR LARGER PER CiTY STD. PL 319. -- - __ . , i I > - .. !' I ..J i :r 1 cm I 29+00 J i m © CONSTRUCT 36' RCP - 1350 D I I I 7 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CiTY STD. PL, 334 `, 9� I -- ' ' / W 14 - ® CONSTRUCT TRANSITION STRUCTURE, PIPE TO CONCRETE DITCH PER DETAIL ON SHT. 4 - ___ ---- _ / . ' I W I ` ____ ___ _-_ - _ , 1 � O9 CONSTRUCT TRANSITION STRUCTURE, CONCRETE DITCH TO EARTHEN DiTCH 1 U PER DETAIL ON SHT. 4 I I ' 28+58 ' � � I I }' 1 10 CONSTRUCT PIPE CLOSURE - TYPE 'Er BRICK AND MORTAR) PER SAN BERNARDiNO 9 i 11 I I I i I 0 1 SCALE 1"=40' COUNTY FLOOD CONTROL DISTRICT FILE NO. S.P. 176A. (SEE DETAL SHT. 5) i II I I 28+� .3h 8+38 ---- 1 II i 1 16 8 11 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. PL. 311 1 I i ! CB I 1350 D # 1. 1 �', D4@@ 1�S0 IL ; _ - - - - } " CONSTRUCT 4 LF OF RC 0 S=0.01 AN PLUG co N 89*51'2Ti IW I a1 CB 15 - W=4' 13 CONSTRUCT TRASH RACK (INCLINED) FOR STORM DRAIN PER LOS ANGELES COUNTY DEPT. �� 11 I I ! I 77.10' .4. N 89 51'22' W - ``'�o 'o ' ' II 1�AT. �A-V 1 I ) 18.05' `' OF PUBLIC WORKS STD. PLAN 3060. USE BARRIER FOR �X SIZE 6'x6' - DETAIL ON SHT. 5 I' �^�,o I W I j SEE PROFILE ON SHT. 4 Z /" i I 16 28+ 8'98 1 28+10.13 14 INSTALL 5 FT. HIGH CHAIN LINK FENCE AT HEADWALL do WINGWALL PER LOS ANGELES COUNTY . � � /` ,' I H 2 EC_ DEPT. OF PUBLIC WORKS STD. PL 6104-0 SHEETS 1 do 2 - DETAIL ON SHT. 5 b m w j 6 2��e '� 6 1 1350 D DA 36„ TO GROUND 15 CONSTRUCT 18" RCP (D LOAD PER PLAN) N /� 3 z :. /' I 28 - - _ � - • - ---- - - - _- O �_ - - -- - -6' I 1 CONSTRUCT CATCH BASIN PER CITY STD NO 300 ( AS SHOWN ON PLAN) -_. L= - _ __ '= t - --- _ __ -_ � 0 1Q CON CITY STD @ CONSTRUCT JUNCTION S7RUCTURE NO 4 PER C PL 333 _ _ - 71-7 � G .- CONSTRUCT MANHOLE NO. 2 36' OR LARGER PER CiTY STD. PL. 319. MODIFIED W/OUT MH SHAFT. _ _ - -- !O ,� �- -- ---- __ ----- ------- ---------- ------- ,_- r ILLI UJm d VICTORIA PARK LANE . x, I __ _ i 1 �;A ------ Z - IFS --- - - I / � � ) - - - - -- -- - -- -- W �" X - - I J w -_._ _ _ _ N _ _ _ - - _- �� -- -------. cn - - ____+_- _ �_=_ - ------- r. _ O `-- $g 'i-�-_�_. 11�� $ L245 X71 \\ ^ QI � 6 , _- - F ' •< _ 1 + I " CITY OF RANCHO CUCAMONGA O - IN a • •_N � I I Io I Q + + W + s g i f oFEssi STORM DRAIN IMPROVEMENT PLAN + u� Er In 8 �, I 9 04'9 N N Z � N "' g 'Ln � I �O �.I C• l � 5 5 -t + E-+� � i I !. 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"A 3" , a R. 1•=8 VERT 1"8' 1200 DS 1"=8'VERT1 +00 1 +20 1 +40 1 +00 1 +20=-- LAT.v, A—5Do. _ - � t0� � - - : - :. _ ... : .. _. ._.: -- _ - - - - - - - - - - - _ - - 'r - -• i -r --------------ter-T'ansirionr R_C_Bo. � RC-Peer tl�•- ' - - - - - - - - T l i / r + r 1 SYM JABOUT '1 SCALE: HOR. 1"-20 _ _ _ _ _ _ _ _ _ -t i The curves represent reochons o/ the ; Hinge "^t• Ott•• I n N �. VERT. 1 =4' _ - - - - - - - - - - - I ,Q�TA 1 r"_R Bottom M (� - - sheor pros due to hydroslcl�c heod on the TA, A, i I; M•� 1 -- - ,• W i�tU1SANCE ftOW 4 - - - - - - - - - - i debris-obstructed barr/ers 1 I :•' - �jk Tot Re- VarlobleIn'norld,oil The hel9ht and w/dlh o/ the openings - - _ - ! _ delerm/nes which bcrr/er(see sheet 3), s , 2, cap 3 between the curves, or { ., number / r _ �j W ly Z • - - - - - - - - - r ; i i ` k a - - - - - - - - - - - number 4 beyond the cure to be used. 1 t r ewer• Angles - e , s Q a eyO s / fieri«_ )ewer. wNa /, . - - - - - - - - - - - - - - - - - - - - - - - - - ~' • - Sas Nola I n.SI �' Z _ _ _ _ _ _ r, vel .QW E)tA �p9 , r I r e 0 w FU'T'URE - - - - ,t1 a 1 I rota I Ct3tJST. WO LF CONST. 51.54• L1= _ - - - - A. - - - - ";'' ► 1 Angles { �. 1 _ ; +� ►taw lows e•' I 30"RCP - 2200D 30"RCP - 22000 PROFILE SCALES - - - - - - - - - R ► - _ = h — - I, -Rc Pipa Valoble / - HORIZON. 1"=4C)' oErAll .1. + 1 DETAIL B , i D LAT LA :6 VERT. , =4' — _ ail N. —A- It, 4 ) t , 'SAosl Ne , I eE I / le n1 SCALE: HOR. 1"=4 PLAN SCALE - , ' 1 h Nu •� 1 1._J� I e _ R al ,nt• )00 (01 ' r . .. n .r/ .• a n ' r , �\ -Shaw Pin SIP(1a ani 1 "b"• OPENING WIDTH IN FT o Shoot Pon Xt Note' ©orrier number sholl be specified on project drowinys. INLET BARRIER Shen}PM 't R.0 Box A PIPE OUTLET PROTECTION BARRIER OUTLET BARRIER -- ELEVATION ~ y L _ •4 t)p,?.br 3 - C.. . - .J :- �.�;;- ;�::-f I SECTION • .S-'8Ar /t—an-311 or hlhw•f4 l -_._l btNtRAL NU►t$. ALONG � t _ 5frI I if `•• •• /' 1. Antlaa c•nolaclel wM show f,w• shell fit •Hetet/ ant Nuty loco N Iota NOTE Protection 8ofrief IRfmber �Joao, t '�s►.,rl/I w ., ,( . 1-1i' r ] r- Sim see Sheol J. S i.-•�\J /'6 - • - '<J .r 1 i+ , , '' '• , + Al 2 The V+••r Mw Roles •Lett ►e IrAL/ to as 1• M•rl/e • Ir•M RI With the shear °In. in flet•. s t1 plow�°II'1+,r2 I. =rami••. .N r . �' eat!•-♦ e ' l • 1 i .• ....]]l) .) 8e .b/ .� f - fir-__ •_ .r. • l...INwf• An•1•s <J♦ASA7tvM lbl'>► + o - 1 All Mner rn• oAell N rowel on ►eM onto eller r•nl•tlahsw � SIfYCIY/OI tJe•IQR OIIOIIe OI R.C 801 II, [A+ a' - - r� - <le,ds/r, t`� tl)rtloinlno Inlet bottler *Roll ►e Ael to • '•f A•D Jt lA ,- or &Sof!J�rr _ •-T�r r�T� + -fete 1 /M dVT11WT .Mer Pon w,•t•nol will b Iurn+aMA ►T IM D,alnrl b IM C•nlr•clor 7 _ ;r on IM Project Ororinpt -i'�.I Ll00!?. W5 "• `_�- !`Mento r,n •. •�0K 1 ,v LAll S/•-Inch &*.star boll Rota •hell be dillia/ •n /he tat• so •f IM antten. /i/Afr ; - fer S eoto P +I _ i 1 ,w t r rn w,lnl.nu.w / M A rnl r I u. lentIn A I -In A e • loos/ I • � c as enc • • an e• A 1 11 / M I • • • • • c • a11 • t. M t she b• S • cbb +7t • ►• a f� • s-'9 hr ,_.._ r•rw• A,ryl•a � ••yunsl•n ►dts,m/ aMtl N Iww+aM1 .ItR Ms wvU swill ,na•mc reanar• •1 least 3/31 inch Inns. I t /1 place thread awe row • I •,%• t slbtarVPlie I 2•rt blowy iwSECTION At Al ± 9 7. frerre•,brec•,.n1 Monte •"Iles shell seats the wtslew/+n• less loc+ns to the direction Of flow la + + b,R wood Ot1A'MIF 3.y j.�e IK•Uaw, yyrw-• - 1 _I_-Frown• bath MI016 end •utlels,s•• Seaton shaft Z. ft _ Z--� .�•�� . , 1 (Sae Nate N• II a 12) JY Anil.. e • �t I - 1'<'� t 1►vw1 ends •f Mnt• ►+n s• thee Ruh and Iot1 wMer• will be flesh with IM hont* single. i ' 6• ]• . Bl At - Damage (heed• beyond the arf Isco. W* belt stock our in + Paris otter fabrication : '9 �{ J_•9 �\ - - <I b,!/r AR"iFbrr ISas Not• No 121 s Galve+uje ell fsrrow 1 - -- - yp a - - —- - -- 1 t =<1'/B A•p�f /oCY, Dlyd �-T 1 10 C•ru oil rwor•Me uMecl wrlu•t with • cool of rol•rpoet t.w.e pew to Me1e}latlen >S -'I I If mea. _-�/ 6� / 1 ? < — l ? 6'rnl+b RID//or or•'On p Arra/ E— Gbnsr / » - - _ - 1 •. • � t -- 1� "'•• 11, fw hrnut 3f MtMt end len M ridlA,r•• ewe Rln • the full rt/IA of ►errl•r. r �AS onAe-- -1 O . All �]'.!r 0 f Shear ►.w S-­­ "4 / • ��p e� Au�• ��_• -old�e•f/ ]ryf'�G� •.1L^__ X'1^s^'!,l.L..�. a • __. �t Ytt•r!r!,/'/PArt7�•1 .- � ' q,. 1- Costs Anttu 1 �. 12. II the bonier width aca•/n IZ tut,pert/• ew •Ilrtepn•f Arnt• en IM or+U+R r» at the ►•rr,w. _ T>' �-fQ7 ASI XAIK/M H l� 1 a /lo/to 14 ? t ,/o/Mrnon►+r boor is arse,d 1 __1� /Q CaI•pNet71/ -+ 6 toAAN .fit I �• ' { --- t] for 014141 * •eco•/int • keel in MitAl w r1/(hart• brace •nttet •r•n1/ stet•( at • Rrulrnurw PART L 0AGI7UD/NAL SECT/ON �'zo'w►off•.o+/ AlOg-w'^* �, - �'r ro 'b+n Ol [VI-011 ISO/L / lflldr � 1^"n � ► earner-_ ► ' a1 i tut on tenter. • f0//e f,Nvrd rMCAL aw M4x1AK/M N'>R/ BJ -rmcAt aw Ameim iM ' � io w Shoff rin. 44 Shear material Mtll be cenrw+trclAl{ tote •Iv.wlnvnr rue,ellet 1100,b+.par 0, • to-dtA 'Prop •<� ,/,1 �. free"* / { e • federal Specification 00-A-111. Aber: RCP Shown +Mr/0/Ave srnt/•ar r9cepf rM+N/hrf•e Phip MOW~ x . , Anil.* t f•,a'e ,' :::� 0 ,�,o�, �., •` + � �•�'�" END ELEVATI1014 - - - y DETAIL B In •�• I ti a ' IS Rotor pool J of the op»clflc•tlent for •ddillon•1 telelternante end Reiland •peco"f mn rrO�.r••17+'1 ,grnf a•*d ear /eaoR b/r1 A /9"� nq we .n// Sort and ,� 'A prorrcthd by n,Cna•rocrortr M olverrch /dw atarrs//an.?'c/ — ed '< � . - _ r<-wl<'wr.s tetrk!•d war /1 of qtr s,redo'" fray, /Ndef,s nor s/k ort -� She e, ,,M •f , :: �� '< ?f�'cL a ,,, roof r� !3, } - 6. L SECTION BI BI I•., l e Mrrltr N• frame �•ca Intel Hinge Angina Ht Krye j' ,� � Antonio Angles Mer Uppy _ -_lower An' 1 Pon _ -EiMtd oMly ty II' Bl�.-- -- SECTION E f _L._- - 2�2,�4 t�'2 , 2 a2.1' 2 •2■1' 2 .2 .1 �I ' 1 - r - - -- d - r---- -- ' (Sea ELEVATION, Sheol AIOI'OrdIF O Mi14rCW Q � )' -•}�_ y � lar PIPs •wet 2 �e 3•el�•-. I•.2's1' ..j ' 2�•2�'.,' 2+'e2�'a;• 2!.21'a1 O I•`.. �•, / �`M/ / /KJ I �E'CTI�Q1 A-A 1�• ' — I. _---I ?-- ,-r-,r, - ----C l�_ ��! _! SAN BERNARDINO COUN1 Y 1I/rl'fOUr snrf£N/MG w4v S 1'•�■ I'e2's 3'e]'. )e S • S s]'e 91 I' A, SECT/GW f-F __ _ _ ( ' 1 z.5.A' 1•-2``.+• 1'4 S. S. s.s.,{' S•.]'.�' i! 1 IS'1 FLOOD CONTROL DISTRICT y •B•— ` AktltOf Ota*+► 1brr Ot ARAfh Oal'A 117r'r 4w �r 11N/ 3's It's�- Shear 1• ' Hinge II c F ArnstoNS OAK, er o�tc .\ ser roe+• Or+t*. ee�rld.+npwD// asp 9'am is"r+e>er4nf•r•J//or 90 nn elf Anda = - - _ -j - 11- K.J.K. I ( I8 E3 t- 1- t Sf/l/dw'ep '* ` -far/nO'1a•'rrff rrrvll Q .• ' 9'nt/l • •1 14n • Anil* `' ! t•1-•--t 1 •�'.: FH • at flit No. _ t fillhow will# vortrs t. • • 1 - r t � ' fA'fkrrk!•b' III/1!K 0/ n laar'Q1pd •• '/ in -`1�p �.0� /rte 11lRMt O'Alda/! • �J��� 1'wwn Hint* /fPe- r O .. ~ oil" we wi, below \ �� /:0• DETAIL D `; twtN se+r Tat wr op1�r /worm► �r ne,�,se-y ,\ , _ ©, . n ' �, ; S.P. 101 - 2 ....� ford tY+d hfMJ on A9 .S+b!Y •p"0!f Z \ — /Akfs►sA'•'se•,fa•A',NI•%%ne•!L, ;;r �., �/f If•r ace S.MorJ ►notion Pin - ;r -`� ,•, fAly C ♦��, ct/f a// ROM ore (know Y•// - p ` ti ,' ' I we. ADa1 MW rpt M - _ !''n^S"�, er !•edre!/ p'?ado Or !! , , , p h+p'd, //rx cs.rpy / 11lr•a1 '/ e1►np•,±+// L i 4 OrfAarr i . db - /•,nM t ,r f///r/,OtTMI5040"1 Pr _ -, _ >` 'U- .-_ -_.0-J Ireewa 6' 1 W's Fianna • • A C I 4 y� { A .. - rr - - t - ►�rcv �' f - - ___ .. ' t�5f�d°1�r 7d SECTION B-B_ Angles_�' w nil• SECTION CiC1 ��"?% s*•1•Q'at'.-to-or F/?'CA-! � ,I�'� �r It i 4}!up/I /%/!h', (Set Nd• No 11 al I21 CITY O F RANCHO CA�TER/yAM wARPfP W/NG rAL,L < .. � . . •,o ff rr�r, . AY y VM W'V'f t7t rr�s? pnro AcaeAve p' Ni..1��•� � . _l", // ' , 1 I / • /ld;�,"`; ►' r.'" '° �p`rI& +l"r,"' SECTbN C-C ?:0,for ,^� W'> ,V' "�„`°' ,r -t`� 7 1 / C Y •I j ,- .� STORM DRAIN IMPROVEMENT PLAN `_VC) Allo 16 /e �� �\\ LAT . " A3 " AT . �, 4 „ Mt1lle't t>EeDJdT7 rS 6 r•C pd YS. rR[rpVSf r r AMChurfS ib ;1, n►rn A7 prow+A' ?'>/MI.if+/MtvtYe'Rir1-•G,OrlI"�Ogl1 � ... ' _ � ,- , A AtOf fk�n r�� d No 20596 T -, 7 WA l4f'FO W/IYG j!'.�!L L S w cue err WV/11 orr e y `y r-1 9 9 A 9 9 f 7 A 99 � ' IM4� Q/Aff N/SIQN Allal.RE/NfQRC/MCr _ _�_ S7 FfEH/AG BEAM U/A/ENSICINS M/O R£/N7 RCING - ---i -- -- ' �1+�- _- -- '- ------ C-I� a'" rs I=0'e.olte►r MS�tl * ExD. 9 30 01 * L • L AT & LAT X. or Al•ss /O' /?' I N' /6' /d' X}' x r?' rt A5 /s 1b 13' 30' !3' a mer ., / �O• Awn a ?'o' w+Iry H >/0 a - Iia.-f Fen < /� ' 3__. 3 i s s 6 r > » 6 6: ��--�1� _ ' '� •+t,"�''' -- Df 7A E A�q�� / _ - � ICTORIA PARK LANE fir? <Ii? <f�? </ /? -I r1 <P r1 <e�? B' &V V army K{c dj ---- frE"y4►:' l �'1� `<L <� 1� '</rtf' 4IIV 4� 'II6 /O anj a'• /=0' boo/sbctr ' L s s s0508l.6' �, ` PLAN Q APPROVED BY ;� ; , - DAT E: J = . /R-cr Ar: !•+rrJ < /(? <1!? I/1 <R KJ r 6 6 /? -i3'''9' `� STATE OF CALL COMA >2 '. 4?$•<<1� `<,�l� j< Q •10 lr f l<' oaf 6 ` e'= l'o• b' CITY ENGINEER _ -t-t,� {,! r' R C E Vb 2495; /o E rn r < a <f-B } < 3, S F_b d i 8f 6 t/ 6 /6' ref 6 7 Br/=0' ('r 1'D• Tor / sAA1+r DEPArrKFMT OF TRAMP'ORTATION PE!i �< 7C lfr� ef47 A-3 "'O'dor cvW aft W", } 6'_ 6" g e' ��' /e �f 6 a 6.1-6' o 3_ /[ DESIGN RECON MENDED -� ? - - -r� CITY OF RANCHO CUCAMONGA �' 6' res Q o 11 s U L TING $'aF�r- *4iEnt•e�r/ 6' 6' 6-,. . s' �Yf //' i ?o ro, a 's --- --- - --- „�+ PIP .fon � R.B.M. QG� 'y TI Akr'rs W111 *V.Wit' M ? tttvrAt•4r;t6/A ARttdr /?U itr //, t!pa•wrDkwrn• /h/od rrrsstMt 167ey 1l E CULVERT ,12�Re,�,P.rs.�.. S„rt. �, ,,,.I 25,-M2' 6" boar W -� �/ w-olb-Ii ' �* sf*woo or/ or►�,w N/ft owe// e• rnde•er/.mr, mew ?J'>/t' 3ENC MARK N,.Mg R 63E� � - - - - __.___ ___ �(/�' 4 �� DRAWN ;.. a er'' .� zs'-os,b - - -, Y•'t►:���tf, •R; EAn'o•;'�'MY+k o/ rw_: awls tae -�a5 qr ey/arr sAe+R++ ay,/nr HEADWALLS END1kALLS Eh WARPED VANGWALLS vas QN . s o s-os- �9 - ----- _ ,, _ 066.8 FSE 29 29 F r n W.N[IV tiJR.I irk • SHEET 24' AS' OF v Li W4� �A AVENUE REV. LAT."A 4" LAT "A-5" 6 LAT. "A-6"PROFILE D.L. `f. l9 Sf _ ----- [bi/�A_g1!qG --o F-- AND 40' NOR7 H OF _ NE 4 5 _--- - _- ---------�_ CHECKED NO PIPE TRANSITION TO CONCRETE DITCH DETAIL BRASS BENCH DISC N TDF, C_,' NE ENS CITY No 20596 • DESCRIPTION OF REVISION DATE OF a' X 2' CON�;RI'r B�'�x ������' APPROVED _ S.C.M. -7 DA1 E _. Il FILE NO _ - .7 / - 34038 MPLANSI j SD SD0)4 G3- PROJECT SHEET NO. _ ,_OF J w O TABLE R INLET/OUTLET SLOPED PROTECTION BARRIER • MAX. 1 (� �� M�S. �T) ;` 3'I 3' �E I ►L►TE 0. SEE 1 1/4•SMEAR PIN. L SYN. ABOUT t 7♦ ISN. S. 6 6 7) W; BOX SIZE NO OF I MINGf VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME I PLATE 0 DETAIL /---I0 BOLT STAINLASr •e DOUBLE EXTRA j W "FT.► HINGES SIZE SIZE (INCHES) MENDER SIZE MEMBER 112E MEMBER SIZE ADO 4-.5 ►L 1/2TRONG STAINLESS r" M V t 0 +; �' _ < O BARS 2 5 " STAINTEEL PIPErK Nr. / •i 1■4 2 I7Ixl/2 C 4.L25 C ♦x7.29 TS 2:2.250 ,4 a 4 LONG. e0h1 . STEEL3n64:6 2 17 2.1/2 C 4.7.25 C 4.7.25 T$ 2:2,.250 f FILLET -7 F----•- TYP. 42 17 3■/2 C 5.9 C 5x9 TS 3■3..250 + {`itryiry re 3TO6.4 2 16' 1.1/2 C 4.725 C 4.7 25 TS 2.2,250 ►IPE 3----- - -- - SLEEVE6.6 2 Is' 2.1/2 C /.7.25 C 4.7.23 TS 2.5.2.5..250rip uoWNUT 6 6.8 2 IB' 3.1/2 C S■9 C S.9 T$ 3.5.3.5..250 _ _ _ _ = _ ►LATE R � 4} MASER 6.10 2 Is• 4 1/2.1/2 1 C 6.10.5 1 C 6.IO.5r8,4 3 12• 1 1.1/2 C 4,7.25 C 4.7.25 TS 2.2..250 SOFFIT H ES E SM! z r n fffYYY~'- `V , 3• SEE DETAIL •A• i x u e■6 3 17 2.1/2 C 4.7.25 C 4.7.1S TS 2L5.2.5.250 � t• 'x: o� •o�+ WI 8.8 3 17 3.1/2 C 5.9 C 5.9 TS 3,3..250 ADD 4-•5 BARS CLEAR SEE - _ - _ SECTION H-H AV PAW �ae~FAW.aw ACCESS PPEVENTER g W�-6.1 1 --- � , r � 20• LONG. BOTH WAYS DETAIL a --- ua „moyW' 8.10 3 17 4 1/2,1/2 C 6.10.5 C 6.10.3 TS 4.5.4.5■.tSO a 1 (IN.)I(IN.) (IN.) �r��� au 10.6 3 16' 2.1/2 C /■7.29 C 1.7.25 •Ts 2.1.2.5x250 SECTION E-E O W e ► S i2 112 S 1/2 6 If'09 AM ■O Ibww O■.0"0All� AOR--[.�1< o i o 0; 10.8 3 IB' --3.1/2 C 5.9 C 5.9 ITS 3.5.3.5..250 6 3 4 PL 1/4,■I V2 /� Z OE 10.10 3 Ie' 4 I/2■I/2 C 6.10.5 C 6.10.5 TS 4 5.4 9.2501 SEAL WITH ASPHALT. TOP FRAME H . 0'-I /2- M AW fa1'1 ''rf ;; 6►rxR•Ay11► /1 .+d) W h N_ -} 7 '3 1/2 1 1/2 BOND MEAIQR SO SOLT :<d,'•?: : (?` A _._ J sW 3 W'4 I?,6 3 24' 2■I/2 C 5.9 C 5.9 TS 3.3x.250 W,K REWVED AFTER SER 3. 6• 3. 4iSEAR PIN �1 a.0 IIaP 61 11' '•k{i{:j;j;j[i tiny �J �A fir,[ ' < `W z 12.6 3 21' 3•.1/2 8 4 5 ''4 COH[RETE BRCS AP a,d Iellaw .r::•> BOTTOM J'�-MN o C S,9 C Sag ;TS 3.5.3.5.$50 oa,r ■•le 7)■ •}r,?f ?`?::%:% %5: :%>%� {;; i+ I �� _ i SIZE AS ER $AME o- a 3;. TAIL 'B' FRAMB: SIZE AS BOTTOM 2 0 ~ 12.10 3 24' 4 1/2,1/2 9 1 5 K I v2'af.OA• r' / �I u wway' I MEMBER r Gi FRAME MEMBER I - <W_ �: C 6.10.5 c 6.lo.y ITB ..s.a_s■.ao 12' HINGE DETAIL (SN. 1 6 2) r -04 0. a•a ! ^ l w � o�W�oo�- 14.6 3 z1• 2:1/2 c 5.9 c s.9 TS 3.3..250 HINGE CLEARANCE Ft I tF 1in1 rrA % ' r m .-e. 14.8 3 24' 3.t/2 C 6.105 ' C 6.10.5 TS 4.4.250 ' PL 7/8 . 6 ■ 0•-9•. f��} tar aryl R►w.ebo�M • �_��•7 • F WI-1 gum Am oR+10 � SIDE I FSTAINLESS STEEL. • - r . 14.10__1 3 24' a I/gal/2 I C 7.12 25 C 7.12 25 TS 5.5..290 11/6•NOLC FOR I % ¢•' .: r ti:;r -�7`,. -.r , - -- -- -- ---�-- ------y---_-.._.-_ ---- FR ME PLATE It �. PLATE R DETAIL £R FRONT ELEVATION T BOLT !}!N Pear „yr, l ,;.•� ' r (/x✓/ ipR FRAME MEMBER SIZE. rr/ ¢y:._• Qi' . ti�cf, {fs 6 �'I wwPh. ■w. i, w { MEND \o• %2 ;�- SEE TABLE 1. SH. 3. / �tT t N ADD 1-.S BARS 2, FOR CONNECTION DETAILS TABLE 2z OCEAN OUTLET SLOPED PROTECTION BARRIER j �"` SECTION B-B fSH. II SOFfIT-=--/ J AAs. M 20' LONG -Ar aM Aar #IreAes.Ar a. w aI L "R■Iae fo,ww,M SEE SH. 4. .00 cA.. 4.r AN.cw �f .wa M•+/r r� �I i = BYX SI E *0 OF "INCE I VERTICAL BAR TOP FRAME SIDE FRAME BOTTOM FRAME LIFTING LUG TYP SAG �N 1i A.M1e t'~016. A--~ARR 1.___ -- ---�-�- ~ (FT-1 HINGES SIZE SIZE (INCHES) (MEMBER SIZE MEMBER SIZE� MEMBER SIZE DETAIL -_ �_ _ .»4P Pa ,..�., .,... FENCE POST ySEC77 A-A ii PL In Cn Pr*P. I' BRACKET QET• 4x4 2 It- 2 1/2.5/8 C 5x9 C 5s9 TS 3.3..250 _ �3n6 TYP. e.x. o t• `�-71 DOUBLE EXTRA 4.b 2 12' 3 3/4,9/8 C 6.13 C 6.6.2 TS 1.2..313 C I/2 ' SECTION F-F S/s' VERTICAL GARS MID-1EMBER IrrP 1 I STRONG STAI,IILESS X.O.- M fe.l■ ■W be ■AR./■VI I � 4.8 2 12' 5 1/4,5/8 I C 8.18 75 I C B.ILS TS 6.2.250 O 6' OC. MAX---� L 2 , 2 . 3/6 STEEL PIPE '-- 6,4 2 Is, 2 1/2.5/8 C 6.13 C 6.6.2 Ts 4.3.3,13 DETAIL 'A' SECTION 1-1 d r... n t !h[ ■wI PM a,w 6.6 2 IB• 3 3/1x5/8 C 6.13 C 6,8.2 ' TS 4.4..500 \ BMEMT40TER FRAME + 6WALL . f£NC/NG QCTA&S re iii4!„y FM Aly A~ aw F/A j I m 6.B 2 18' s 1/4x5/9 C •.18.75 C•.11.5 T$ 6.4.-375 EVERY ,/4 I-12`--- - \---- 6. Lsm ow Mw I 4� ,y •H• ! }t I z i 6.10 2 18' 6 I/2,5/8 C 9.20 C 9.13"4 TS 7.44 375 \ BARER 'r -1 1 3• 3• ~ y„ 7 I M w MR•4 1 I Ty' s 8.4 3 17 2 1/2■5/8 C 5.9 C 5.9 TS 3.3..250 -- � '•:S• - Ysu was Pa4T w.0.'ae I RCP I o 8.6 3 17 3 3/4,9/s C 6,13 C 6,8.2 I TS 4.3..250 Tr P. \ �/! - �-PL 3/8 SAND PLATE 11/16'8 '-SIO O"ww IIr d ,,r;-!4f t/1■ PxI � I I m 8.8 3 17 s 1/4.5/6 C 8.18 75 C 801.5 TS 6x2..230 �� EVERr GAR I - HOLE. - P.A41ie 8r A++exM. Y a.aM, END PLATE e d f'" ~ e 10 3 Ir 6 1/Y 5/8 C 9 20 C 9 13 4 TS 7 3 250 WE DED TO SECT I ON - 1Y° A/AYs. Ae■.CA4I N t'I �.�.`.. i I o . ■ • a ■ •• FLANGESC ) •4P N1x■t 0. .aaA•q 040 1 -, I Zvi i 10.6 3 Ie* 3 3/4.5/6 C 6.13 C 6x8.2 TS 4.4.313 AND WEB OF • ie '• V'- - .-~ 10.8 3 18' S U4 S/8 I C 648.75 C 6.11.5 TS 6.4..313 I' FOR H, 4' B 6' \/y N■PN"'a/ .•+� _--__ ' 1 i 1/4 1 1/2• FOR N. e' 6 10' .IENB_a n FLOW < �_ 510E MENDER BOTTOM FRAME 10,10 3 18' 6 I/2a5/8 C 9x20 C 9.13.4 TS 7.3x.313 �-Clow,MYaw/aK. "7 AP.x4,e "uA N/A MPPP: Y M•IP!•Mf M p� 12.6 3 21• 3 3/4x5/6 C 7.14.75 C 7.9.5 TS 5x4..313 �/ � •a:. h-a+L wr■■ J'hrrd•.rAM of woe ■,■[ s/IwAR•I wN P6MwNM = z C 12.8 3 24• S 1/4.5/(! C 8.18 75 C 8.11.5 TS 6.4..373 PL 1/2 . 4 . 0'-s' ------- T .,r _■ 1 I I < w � 12,10 3 24' 6 1/2.5/8 C 9.20 C 9.13.4 Ts 7.4..375 I• ) STAINLESS STEEL TrvICAI u o 14x6 3 24' 3 3/4.5/0 C 5.16 7S C 6.11.5 TS-6.4.-375 3/4'1 ■ S' LONG FRAME HEADWALL FENC/NG SETA/LS BEE ssE PLATE DETAIL J x ----- ANCHOR BOLT. TYP. - -- -- SECTION J-J PLATE 0 DETAIL SECTION G-G -- (SN��-- 4 cr+ 14x8 3 24 S 1/4x5/6 C 508 7S C 6,n.S I TS 6.6..375 MEMBER RCP OUTLET PROTECTION DARRIER 1440 3 24• 6 1/2,5/s C 9.20 I C 9,134 TS 7-5-500 BASE PLATE DETAIL (SM. 1621 SECTION D-D (SH. 1) LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS STaNDARC PL Ar BRIDGE FENCING DETAILS STANOARDPLAN 57ANDARDPLAN SLOPED PROTECTION BARRIER 3060 -0 STANDARD PLAN ' STANDARD PLAN STANDARD PLAN 6104 -0 BRIDGE FENCING DETAILS 6104 -01 SLOPED PROTECTION BARRIER SLOPED PROTECTION BARRIER 3060 -0 SHEET5OF8 n 3060 -0 SLOPED PROTECTION BARRIER 3060-0 SHEET 4aFe DATE APPROVED w..,.G(��1,�L_.�,..,, 5/31/1992 SHEET 1 OF 2 SHEET 2 OF 2 SHEET 2 OF B SHEET 3 OF B SUPERSEDES STD PLAN 106-01 PLATE S. SEE -I•e BOLTS T 6 DOUBLE EXTRA PLATE S DETAIL STRONG STAINLESS PLATE U. SEE 1.1 BOLTS 2 1/T' DOUBLE 3- fTEEL PIPE PLATE U DETAIL EXTRA STRONG PIPE FENCING DETAIL BARS 2O 1 I// a SMEAR PIN 5,16 Am 4_■y I I/7 SMEAR PIN 1 5116 TYP LONG. BOTH STAINLESS STEEL WAYS F TYP. BARS 20' � " • STAINLESS STEEL I NOTE LONG. BOTH , I. WHENEVER RCB SIZE FALLS BETWEEN SIZES SHOWN ON THE TABLE. IY STB. I war$ THE NEXT LARGER SIZE SMALL BE USED. PIPE I I ��O PL 3/4 ^ SLEEVES Trv. PL 5/s n 1'e STO. PIPE + 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. PLATE T •+ SLEEVES rrv. _ WASHER PLATE V .-A ° WASHER 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS SOFFIT � � I STEEL. SEE DETAIL 'C' �K al NX SOFFIT x 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO SEE - - SEE DETAIL E �N ► ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN DETAIL 'V - ----- - - SECTION K-K SEE SECTION N-N ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS DETAIL •rT ------- - OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND r, LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS 4 -- - - -- -"__ - --" - - - - BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. K PL I/4 ' I I/2 fi s. ALL FRAME MEMBERS SMALL BE GALVANIZED AFTER FABRICATION. 4 I/2• 9' 4 I/2• ■ 0'-1 !/T' N PL I/4 . 2 SHEAR PIN s• 17 6• ' 01-r- G. IF FIELD WELDS ARE NECESSARY. GALVICON. GALVAL,OY OR 18' HINGE DETAIL (SH. 1 B 21 DETAIL 'D' SHEAR ►IN DEPARTMENT APPROVED EQUAL SHALL BE USED FOR COATING. 24' HINGE DETAIL (SH. 1621 DETAIL 'F• 7. MID-BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. PLATE T _L ►L 0'-9• <^ PLATE T PLATE V B. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE �P`L 7/e ■ 12 x I'-o. APPROVED BY THE ENGINEER. 1 1/2' 6• 11/2' t * t PLATE V TYP_ 5/16 i P• •P 3 6 3 9. AT OCEAN OUTLETS OR WHEREVER THE TOP SLAB SERVES AS A �z SOFFIT TYP. 5A6 PUBLIC WALKWAY. THE TOP SLAB THICKNESS SHALL BE INCREASED SO"IT BY 5* IN ORDER TO PROVIDE A RECESS FOR THE HINGE TOP PLATE. - ----- THE RECESS SHALL BE BACKFILLED WITH GROUT AND SMOOTHED AS -- --- PL 5/B __ SHOWN. L �-2' B DOUBLE EXTRA 5/16 PL 3/4 I/7 (TYP.) STRONG STAINLESS ♦ TYP. I <" TYP. STEEL POPE 1/r (TYP> I 0 \-21/2. 8 DOUBLE . 5/16 10. PROTECTION BARRIERS FOR RCB CONDUITS SMALL BE SLOPED TO EXTRA STRONG PIPE SWING OPEN IN THE DIRECTION OF FLOW. DETAIL 'C' SECTION L-L DETAIL 'E' SECTION 0-0 tl. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE NOTED. 1 9- PL 7/8 . 9 ■ 0'-9- I , i v2 a 1 v2 Iz• PL 7/8 . n.r-o 12. DESIGN LOADS: I I I HOLES. 3' I I/16y A. INLET/OUTLET: SULKED EFD - 83 PCF B. OCEAN OUTLETS: TYP TYP. y, I. 1800 PSF ® SAND PLATE AREA 2. 600 PSF ® LOWER OPEN AREA ---- �- I � PIPE H Brick laid lengthwlse and mortared SECTION M-M PLATE S DETAIL SECTION P-P PLATE V DETAIL I"i Cement grout `Inside edge of R.C.P. groove LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS capping at and of pipe or end of I SECTION pipe(it broken) STANDARD PLAN STANDARD PLAN STANDARD PLAN SLOPED PROTECTION BARRIER 3060 -0 SLOPED PROTECTION BARRIER 3060 -0 SLOPED PROTECTION BARRIER 3060-0 NDN SHEET 6 OF 8 SHEET 7 OF 8 SHEET BOF B Cement grout copping 4 SLOPE PROTECTION BARRIER Brick 8 mortor closure I ELEVATION PIPE CLOSURE-TYPE "B" (Brick and Mortor) I.Type "B"closure for "D"root larger than SAN BERNARDINO COUNTY CITY OF RANCHO CUCAMONGA 36" unless approved or specified by the FLOOD CONTROL DISTRICT Engineer. REVISIONS OVIN 8r DATE 2.See specifications for additional information CL. 5-9-63 Q�oF ss,oN� STORM DRAIN IMPROVEMENT PLAN O J l FILE NO S.P. 176 A `/' No. 20596 r" Exp. 9-30-01 * DETAILS q�F� �l1Fdt� BRICK & MORTAR PLUG APPROVED BY - DATE. CITY ENGINEER 6a4& ���_,4 RCE NO - 24653 CITY OF RANCHO CUCAMONGA DESIGN ro� coNsuc r/No RECOMMENDED R.B.M. Io DM$CH SCHUiTZ BENCHMARK NUMBER 1638 7320 RaA.7 Ar,nu■,SHR.350(7„) 25. 8821 9 " . ITl n DRAWN - S WVI n,CA 92714 FAX 251-05,6 ELEVATION 1297.297 PLAN, ENCWEERING SURVEYING SHEET 24' EAST OF It ETIWANDA AVENUE D.L. AND 40' NORTH OF It BASELINE OF BRASS BENCH DISC IN TOP OF NE END CITY CHECKED E NO DRAWING N0. OF 4' x 2' CONCRETE BOX CULVERT DESCRIPTION OF REVISION DATE 20596 ` APPROVED S.C.M. DATE FILE NO v77- D 34038/IMPLANS 1/SD/SD05 02-22-99 PROJECT SHEET NO. OF 5 o _ ic w 49 ul) q, s _ a w .� < O OAP WSi 00 3 i HGL.1l)0 i O mm X85 90 1 LST'. A g nNIL-HED GRADt R �� +o $ q rc•�,� STORM DRAINA2 1 $-0 ' < , Ln 380 385 ; , cQ , , h ,ly '� g ws 900 Imo• ' 's�^� �� " . W LO opo- W5.80 N 1-4 10 6 `a W _ 0063 40 • c' + S :�' � SSC a- �'�' 5-0. ^�. - g q 8 < V = 15.0 C14 . �� _ , , L• .- . - -- , CM& 2i r t8.90 tF 1$'RCP-12 n wS 100 o, , 00 1 g'RCP-12040 w + LAT 'A-5 0236 S-0 Ult g 01004.3 ' 9yt{ 5�0 _ _ Z385 lw INV _ + ___ _ � �^ V = 9.3 CONST. 33.12 4 ANj,� co a - OONS1. 8.09 IF 11�RCP 12000 a. e - - 1g'RCP 12000 w N LAT. A-8 .� 1 AT, IRA_ to r : Z � 1 3719 20 - . : , ►- 9 N� to UJ + W 0 V per ` Q1 n n a AT. p + • o A 6"i N ,�+ V 13.0 goe11.�0 1 y y'y a 8 8' 18w RCP 12000 V 9.5 : i y .r >tIS 100 CONST. 161.10 LF. 1 Er RCP 1200D i a •S .7,3 Q2`1.E 0100 1 1 yi i a � • jQ1or •t CIoo�-W. V = 13.2 V - I t'�: y /may + Y - 129 V = 14.2 j • >� rr �, N N CON '�� �' s=0.o0�0 _ .AT, A-9 r CONST. 206 tr 30' RCdP col w.>51.s LF' ' 218.93 If. 2? R0P f 200` D 41.52 F. X85- -38 L� A 10 EXMI*' G 1200 D 2,C RCP 1200 D 18" P of _ 1 Y 30" RCP ��0, 47.t CONSfi. 8.64 L.F. 1200 • 'moi 1 .367 : + o V - 20.0 24• RCP 12000 - �• PROFILE SCALES 1 I Nt! ST. 32.38 HORIZON. 1"=40' ao0- RCP 1200 D• V = 3 4 VERT. 1"=4' 1 0.67' L=4' 4 5 C PLAN SCALE 7 8 '� ; aoo=11.7 � 0 0100=59 N V 1 � �GQ 1,.=40' + V - 6.9 N N V = 3.6 I xo y�Fc x0� 2 0 2+37.38 2+42.05 -- o c' ��• fro CONST. 113.62 LF CONST. 25.30 LF �• -o � END PIPE BEG. PIPE 1g'RCP 12000 1g'RCP 120pp i p � a4o LAT. A-26 A�- I I Q�Q �VP� 10k0. INT. 2+40,22 2+37.05 LAT. "A-6" -4- � MH. SHAFT I I =1+00-00 LAT. "A-25 1+23.39 SCALE 1"=40' w END PIPE f # 4 I '}u BEG. PIPE 5 6+W=��V� CB 25 END PIPE C C . B. DETAIL �x N.T.S 0.67 0.67 3.33 0.67 yy SS�� 5.73 C - - L=4 � LAT. �. 1• �x M H @ STA + 37 . 05 N58•16'56"A'?`� f W 92 B 26 r - r' - 8" E 4 - I -� / I i ( 23.39' 1 `' 2+45.49 '�4.0' 35 rr� J ��J 1 J 5 4 4.83' M H C STA 7+ 54. 01 > % N.T.S 2+1g 19��NT 1 E " 8" I x w� 4 6 =1+00 wA-2g► II ND PIPE _ 1+02.00 4" N.T.S X' x i a 47 4 cJ LAT. A-25 I 2+?s.97 9 8 - , BEG. k Q • It 4 4 2+05.57 ! f C) EC G7 PIPE BC 4 = „�h°j3 ` 35 4+98.57 L=4' X' g �. LAT " ! 35 y x.�, d o END PIP �x 0.6T 1' 3' 0.67' • E �` 6 S N cS A_2� O N 4, N_ 9 6 r x8 ^ N n - 5+04.07 OA6'�� 4w 4' a _ _ O ao i A t t `� + ~ "' c ' ~ 'n a v II 1 -7 LAT. �A�� 6, �o N � 8 5 ! BEG. PIPE F t Q +Z .a 3 0� Q / Z Ci a No I (10 0 IL P, _... - _ IN co 1 X N 0.10'4 E N 010'46• E 106.86 , ----- ----------- lb - - - -- ---- X + r 1+30 ',. - Z-- 1+21.95 S A 31 �04�� 9g --------- ------ 2T W .- 2 END PIPE llb� W E �'L P o0 5+02. 4 h //-I- i---+ �� N 54'14' N E ,' ! © 24.61' k°' ��• �• �C. MH '\�O o` .vW X888' >k , Q SHAFT 0 X $ �N �--�. a BIRMINGHA - °° PLACE o oX Q ,� �...--- `' - - N S F o C O O 1x O Q - _ -�__ _ D _ S � O 000 d=20. 06'31 R=760. 00' L=266. '3' ao ^ CI 0 o .. J . S. @ STA 7 + 67. 65 n gM LO �F 9 k"x Z u ,Q Q + u ��' O N.T.S � n O - 40 � ass 3, LA . "A-6" o� o + z + M H @ STA 4+99 . 24 D cp N h O ' 1 ! w 0 W d v o N.T.SCITY D 35 Z + g 6zg ~• m0 i� o m N !a DESCRIPTION OF REVISION DATE APPROVED: X' x' 48 s s 49 50 Sz 52 53 D �N CITY OF RANCHO CUCAMONGA }' Y ) _t �X +o 51CO 54 55 ' a �•� 56 57 Z r x x 3 o Q�OFESS�QN9 STORM DRAIN PLAN FOR rTl02.5 7 3 35 � � �o� � LAT. "A-6", 'A-7", "A-8", "A-9", & *A-10' CONSTRUCTION NOTES BEG PIPE N No. 20596 m m TRACT NO. 15871-1 & 15871-2 4+ r Exp. 9-30-01 o- CONST. 30w RCP STORM DRAIN C D' LOAD PER PROFILE) EN 42.05 I n r�qT �l V I t �P PIPE CA��F APPROVED BY DATE: 31 CONST. 24' RCP STORM DRAIN (w DI' LOAD PER PROFILE) 4" 32 CONST. 18' RCP STORM DRAIN (w D' LOAD PER PROFILE) . �'4' CITY ENGINEER �✓f�= RCE N 0 24953 33 CONST. MANHOLE NO. 1 PER CITY STANDARD NO. 318 4 g4.46.72 CURVE T'A`B L_E CITY OF RANCHO CUCAMONGA DESIGN �e a CONSUL ri N B R MM ED FG.8" PIpE A R L T IV R7 ..e. ..� a- CONST. CONCRETE COLLAR PER CITY STANDARD NO. 329 A 31'57'34" 90.00' 50.20' 25.77' BENCHMARK NUMBER 1638 R.C. P-10 s --.14 V. 251-a516 35 CONST. CURB OPENING CATCH BASIN PER CITY STANDARD N0. 300 B 19.12'49" 90.00' 30-18' 15.23' ELEVATION : 1297.297 DRAWN _ SHEET � C 4'31 '10" 740.00' 58.37' 29.20' 24' EAST OF ETIWANDA AVENUE D.L.CONST. JUNCTION STRUCTURE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STANDARD NO. 318 J .S. C� STA. 4+ 42 . 55 D 51.34'37" 22.50' 20.25' 10.87' AND 40' NORTH OF Q BASELINE. SET 14 OF 18 -- N.T.S E 38'47'25" 22.50' 15.23' 7.92 ORAS BENCH CONDC ETE BOX ISC IN TOP oULVERT F NE ND DESCRIPTION OF REVISION DATE CRY CHECKED NO 20596 DRAWING N0. S.C.M. APPROVED DATE - �� FILE NO 677D PROJECT SHEET NO. A3--OF 34038/lMPLANS2/SIP14 9-01-99 _ M i : , I s i I Q i t r i i I i 1 1 r 4 I f i t . r . 1 .^ r r g v ori : f-- g t 3 NI . O •t Ff 5HE FZA[!E R' , D O�l`E G . F o a STORM DRAT a g g I FINmHrb GRA OVEF� :390 . g . 8 Q Alk FINISHED GRADE :OVER _- i� c STORM DRAIN N Q + + ; e � q o _ 8► o r Ito r �j . 1 r h � �Q� W5100 � o m M +r` q WS100 ;�� X99 FIMSHE GRADE OVER �► M ± �(A �►�• STO M DRAIN . _ , . „� .-• gyp. � - - / s 02 co \ M� . + __ _. U 395 C >> + 3 \ •� r N Z �J �d a?z _ t $3 _ v,� a) p, N W5100QO 40 C4 z uj •o 100 gN �L CO g8 .� - o ci , J �• Qj N .: . COST. 3d' RC iY' : - _ S. 611 V5�- 1 i �i rr v +'� + + �+ m N •r .rCA CONST. 82. 6 LF , a o 385 %0m D 18*RCFf I 200 r >. LAT. A- - r 1 m LAIC A-'�` M - 0 r i i Q M Qyo�17.6 , o N . 'yQ' QI7J w + V=10.7 `V ci co �a c� • + CONST. 242.18 F. 4 RCP 1 w aS m ; o c 24.8 CONST. 12.23 F Qttio" CbNV. f 1&15 tF 2 L . V=15.3 CONST. X8.30 L,F. CONST. 8.$7 L.F. 30" RCP 16000 CONST. 18' RCP 12000 18'RCP - 1200D 30" RCP 16000 23:20 D 5. CONST. 314. 1 LF. 2� RCP 12000 PROFILE SCALES 24 RCP 12000 : 28a2 LF: 0,�=10.4 Moor 2 1r RCP 12WD AT "A 27" =1.8 CONST. 9.99 L.F. r HORIZON. 1"=40' V=7.1 Q100 VERT. 1"=4' V=3.6 V=8.4 R 18" RCP 1200© - - ..__._ -- L. .I 6w-5.2 CFS PLAN-SCO ALE 6 7 8 1 1 2 3 � x c p o s! A \ �..� �'� x 'Y X SCALE 1"=40' 0��9� 6' SOF` �� �'r' q�� Q�o�� :o F� Quo L=4 ' Fy xr, 9 `� �` O q x� A ir 0. 9�i 1.5' 4" �X QQ� A�� i 4• �'S°'Q�, �� s`''sss F �•` <c. x° O.6T 1.25 2.75' 0.67' CONSTRUCTION NOTES Jr. I I �- CONST. 30' RCP STORM DRAIN ("D' LOAD PER PROFILE) o hco 4" - ------ I I I 31 CONST. 24" RCP STORM DRAIN ("D" LOAD PER PROFILE) C O V E N rt RY 4" 32 CONST. 18" RCP STORM DRAIN C D' LOAD PER PROFILE) 1# Z A CT. �O�V x�'� �� °�� 0.67' 0.67' 0.67' �,y'`�OS e`'�Q�c, 4" 6 0��� �� O�c x0� 33 CONST. MANHOLE NO. 1 PER CITY STANDARD NO. 318 19 Q4, ti S s ox1 Q� 0.67' 0.6T 3.33' 0.67' >> �" �. % o'`' QQ A `�� �a0 �yS•,:j8 CONST. CONCRETE COLLAR PER CITY STANDARD NO. 329 0.6T 1' 4.5' 0.67' "� o y�� \ � tY +39.95 •.x 0� L=5.5' L=4 �`l 6� �o 0 35 CONST. CURB OPENING CATCH BASIN PER CITY STANDARD NO. 300 Y Q L=5.5' xp0 37 CONST. JUNCTION STRUCTURE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STANDARD NO. 318 2+20 M + MH C STA 4+ 27. 23 MH C STA 6+75. 55 Q -rr MH STA 1 06. 89 3 MH C STA 7 + 04. 28 4 LAT• A-2/ N.T.s N.T.s N7928'24'E 38.38' N.T.S rr�� -1 .�� - 35 r- - N.T.S CURVE TABLE R L T Ec g 3 3 3 4 3 5 I - I LAT. �A-14! A 76'16'51 22.50' 29.96' 17.67' ' K a I I g 5 d SEE PROFILE SHT. NO. 17 B 19'05'46" 290.00' 96.65' 48.78' } r N $ _ 5 C 38'30'00" 310.00' 208.31 ' 108.26' 2+88.69 ST. STA LA'r. "A-2" ~-- - } N 8 ° �' 3 2 2 2 CB 18, W=4', V=4.00' D 2'56'13" 310.00' 15.89' 7.95' .27 3 / 04 ± w i-. _ 1+42.40 1 2 cc -o o m c.i °O �i c-? _ " ' 1+18.00 E 35'33'47" 310.00' 192.42' 99.42' cv c� - II C, 4 c END PIPE C, - LO- v ?0 + + a } +- END PIPE F 23'15'00" 290.00' 1 17.68' 59.66' + w o CD N oo"t m o� 06 c> C �+ 0D 1+25: 86 20'00" E N + + m - T ' - y N 36 °o° E.0 17.33' 8+09.19 STA. STA G 30'53'36" 22.50' 12.13' 6.22' 0+00.00 INT. 'A- + �'. �"all � a`m' -.-.'��--- _ 22' `� o v 3 CB 6, W=10' V=4.50' S 0 / �c� �`� Z E,y 10,5 � 1+ '94 3 I H 70'54'16" 22.50' 27.84' 16.02' E . N 62' _._.. -- =20+38.23 LINE A r +w 3 �' '� B.C. I I 38'31 '42" 22.50' 15.13' 7.86' c o Z _ ,/ _ i LAT. A-15� - . --- - - 3 - -t 46'25 W C �, `" �- , N s�g1 1g^ E p _ m�--. ., 1 SHT. N0. 17 J 4 22.50' 12.71 ' 6.53' - �_ -_ -- 2 - -- N1 00'52' w 7+19.41 P0LE F2 90.00' 46.85' 23.97' 4' -- 1.27' do - �a1F� ._ _ 3 - 3I5 I EC O 16.0K 29'49'37" 1 114.75' 6 --- °O --- -__---- 40'00 130.7 7' 1 30 O,G'45" 58.'6' rn g ,�- +� 3 - o N 3 a ao°) H N 67'14'16" E A W - - ----- _ F __`o 1 29.96' - - `� -4�w ao K E N S C + + 1 a.2s' N 7713'3 ' E I _ ,rJ, INGTON PLACE $ CITY �_ � DESCRIPTION OF REVISION DATE v'z a APPROVED: - x �-� END PIPE @ C . B. ETAIL ! I E w co -� -� j + O • d r� m � wd. I ► � � � > -► . z + co N.T.S CITY OF RANCHO CUCAMONGA j I ! t� _ - >Ir A r p � v w f D00 1 `�3 x°xQ �, o + z � II LAT. -1 - y '� m o ---- -- - - - - -- - 37 Q ui co� � `� I T SEE PROFILE SHT. N0. 17 33 I ' f QRpf ESS/p STORM DRAIN PLAN FOR I a m O "9 �! F- po IT1 t a > �� 1-t 11 d a N P.,� " • 5 5 0 + 3 g , 9, �x Q\Q�' 3 6 14 me q i m 1 O 3 g 1 �, `� �� C' � F w w w sA w w w w , u 4 4 o .�� •P' �' o "�' '7\ 0� . 'I �, ' 3 D �� Z LAT. A-6 , A-7", A-8 , A-9 , A-10 3 9 -� I , I No. 20596 TRACT NO. 15871-1 & 15871-2 i 35 t 35 35 * Exp. 9-30-01 �.�x J'j C1VIl �Q 3 I I qrF t �'1 �' APPROVED BY : �, r DATE: __ __ / CITY ENGINEER RCE NO _24953 1 O CITY OF RANCHO CUCAMONGA DESIGN REC9 M ED X ,, 4PS CONSUL T/NO �x�0 QQ� 4" 1' 3' 4' OF6) `9�� R.C. """ f/ . . wsi nso.,•a A'. , sri. 4, l BENCHMARK NUMBER 163B _ 5 „r,• a,,MI. FAX 25,x,. F ELEVATION : 1297.297 DRAWN ; SHEET 24' EAST OF C ETIWANDA AVENUE D.L. 15 _18 J . S. @ STA.0+9 0 (0 M I T M . H . SHAFT) BRDASSOBENOCHT DISOC N F Z BOP OFNEEND CRY CHECKED NO 20596 DRAWING O N0. N T - ��� . .s of 4 x 2 CONCRETE BOX CULVERT DESCRIPTION OF REVISION DATE APPROVED S.C.M. 4 16770 DATE - __.�'C1/� ILC NO PROJECT SHEET NO. o;Z J4 OF 34038/iMPl_ANs2/s P15 9- 01-99 , . r i i , i • i Ii . • 1 V t i 3 A l 4 g o ` O N M IGL100 1 N s gn O < s Os , s� f` O a r � � g � 11 � 9 S tzr- 430f M m N ♦ "1" + n +'�° FINISHED GRADE OVER ♦ o ti STORM DRAIN a a + FINISHED G DER ka �ti �' . kti�a, STORM DRAIN t o Y ~ W W s�o.oD76: 1 .S WS100 - - ti S + 15.64 LF + _< 42 \t� 5 wns S-0.0141 � ± 1 Er CP 1200 D z \ MIS 100 3 100 S=U.0050 _ ?�&. 4 •�'�'` . ^� kms• g ,Nlb* T. "A-24" s N Qpv- 420U �• 1,r! 41 '�� ��'�rO �l99 - W1! 414 28 k���f �` �� 'wL x \ -,WS 100' mak• N m S cS k�0 Syb j LLI c64 OD N a n .� 1 : 5`� m a �3 m moo. c, r• # O"' 1 I *VERIFY ELEV. PRIOR TO +vi 'IDD 4.Z$ ,I�y � ��' 1 I CONSTRUCTION. 'f Ha o00 $ -� CN a- m Lal 8' S c� A>D a a 4110 4 105 cono +� 46 Ami p 43 11 V-9.3 o, N + + w _ z 8 W � OR °'• ,th' �G0 s�j I I _ rp - u o LAT. A 19 i?' I I CONST. 27.59 Lf o M � • � � co ► ,� �N �' �S '4 I 1 I I �-� � I � � ♦ ,� $ 0, Ali �+� 'fir I I IL -- RcQ �h 1�' RCP o `rco + I I II 52t0•p1 _ 'ti• i g + +0106=43 A06-12.1 ra LA T. wk-20 20� _ Y 25.2 _ V-15 7 LAT. *A-� �� 1 � � V-3.2 V 5.4 4 J .2S P + Q aDtri.3 �P 49.27 L.F. GDNST. 305.16 LF - 2� RCP 1700 0 CONST. 198.35 LF - 24 RCP 200 03.79 F. �� w - ' + 11T RCP 1200D 24" RCP 200D _ I V 2 4 1a CONST. 15.16 LF Qtar-37. + �^, * o L p�99 ;CONST. 77.34 LF PROFILE SCALES 24• RCP 1200D V-18. + m �� • �l�) 18'"RCP 1200D _ � _ HORIZON. 1"=40' COM. 153.90 LF RCP imm # /� VERT. 1' =4' a a'• LAT. - • . PLAN SCALE + +- 10 9 8 7 6 5 rr_ 4 4 - 11 40 3 2 q00=41., o 0 1 2 1 V-16.5 z CONSTRUCTION NOTES CONST. 122.56 LF. ` 30'"RCP 1600D9. a- CONST. 30" RCP STORM DRAIN ( "Cr LOAD PER PROFILE) CONST. 24" RCP STORM DRAIN ( "D" LOAD PER PROFILE) • .a EXIST. 8.08 LF. 32 CONST. 18" RCP STORM DRAIN ( "D" LOAD PER PROFILE) SEE SHEET N0. 17 , � 30"RCP f \ S \ 33 CONST. MANHOLE NO. 1 PER CITY STANDARD NO. 318 48 5 �, � � � 4 Zo O a- CONST. CONCRETE COLLAR PER CITY STD. PL. 329 49 , 4 7 N a V� � ` �� ���' ��� 35 CONST. CURB OPENING CATCH BASIN PER CITY STANDARD NO. 300 3 C*4 46 v, v ^ o N� 41 63 _ `t 35 ��, �, �\\ ��_��� 36 CONST. JUNCTION STRUCTURE NO. 4 PER CITY STD. PL, NO. 333 � �v r, W Qa J 45 42 5 v CN V: 44oo 4- CN y W 1�r�;a z"z $ `; � � c+,, z+ -0 ' '� o ,i ► 29 w 2a�4j�( \\ Q�" ,°`i` Q m O N t '� • 11•11� Z A' C , s �, '� D ♦ - ! kx gyp ,- o QFC 4 L W + m cn mOromW ,,�• �Q � rn � N �� � � p Nl � \ \ J-41 po �x9 9�� o o D '�x1 -' u+ / A FFG' �9 � _ 4' 1.5 s s A,>s flAAA s Dakar s'► +s a• �s#.,w i!► W + N 5x41' �c s 3t , ._. ,s�, ,fix,�c �5�,2� ` N ags45'� \ UNE B 30 4" , N J6 J 1 PER DAY CREEK BLVD. w SILVERBERRYto CK) N ��0 51� H zo3 STORM DRAIN PLAN B 3 m �� 4 W �� I C N 68'4510 W 150.06' \ o � � `ro vel' S a' - Q) I" � o � r- � � �" =W \ \ � 17'VCP SEWER PER TR. 15875 + m Z w LAT 17" - � + S ao z + � u -, + w � ,P, � o � O � S \ C.C.W.D. DWG. N0, 11 Sc o' + 7D O n v, o r z + m v5 m + • ul O g' ry \ ; \ _ - 0.67' 4.2' 1.2' 0.67' cn i,l + J t p i + �' cn -' -°moo a o a `� ,x ^�' \ 1� z Ar N oo v� a i 3 r (" - �'r- J g w v Lp OD u x \ \ L=5.4 LAT. A-19 r r g �, \ ` �� ,35 \ 34 �. 1 �, s �, �, 35 35 ' . � '�, ;�. , ' �' �� \ MH C� STA 2 + 34. 62 36 z 3 7 y W N 6 6 6 5 5 6 4 N.T.S 38 35 Y L 69 68 67 -� 39 40 CURVE TABLE `4 DESCRIPTION OF REVISION DATE CITY A R L T APPROVED: A 44'59'48" 45.00' 35.34' 18.64' CITY 0� RANCHOL=4' g10'52'00" 495.00' 93.88' 47.08' CUCAMONGA h S•Q s'� � 0.67' 2.33' 1.67' 0,67' �b <v B ��` �Q� C 29'45'00" 405.00' 210.29' 107.57' - - - -- - - - - - Q h 8" 00 <v F x� 1.5' x Q �oCQ �`�' 4" 4 �pCQQ h� G'Ai� 4w �O�V. D 15.50'28" 295.00' 81 .56' 41 .04' E 11.22'58" 295.0_0' 58.61 ' 29.40' �pfESSi STORM DRAIN PLAN FOR 6+42,56 ��QQ4. F _ F 4.27'30 295.00' 22.95' 1 1 .48' B�c.`�xs 4• 1. �' �� O ENS PIPE $" 4' BFrx� 4• 1. � ,X O G 62'35'48" 22.50' 24.58' 13.68' �� � �� r^� LAT. "A-17" "A- 1�7 Q *A-20w 6�3j89 4• H 53116653' 20550 20.92' 151629 Exp. 9-309 01 TRACT NO. 15871-1 15871-2 27.10'32" 22.50' 10.67' 5.44' SCALE 1"=40' *� cIV1l �* 45'00'00" 22.50' 17.67' 9.32' qTF FC � CAL� � • X�h ���i;� APPROVED BY / �� • DATE 4 6k"0'S\�P� - 4 "��� �F`�x� 9l�s CITY ENGINEER � c ' ��' �'� DESIGN -__ �_�3�+ RCE NO 24953 8.89 o� � RANCHO UCAMONGA RECOMMEN D - . - . ..alt p• LA " � % oS CONSUL T/NB ,7=0 w,ra,...,..5iw.350 (m)151-l71 3L �x5 S,rp. 0.6T 2.8' t.2' 0.6T 1f0200 1f�000 4-19. �x3 S,rp. 0.67 2.8 1.2 0.67 F 9� R.C. ""` ' L-4' 6E� PAPE LAT A 2� d �� L-4' BENCHMARK NUMBER 1638Aflj .M...0,061. FAX 25116 ELEVATION : 1297.297 - DRAWN SHEET 24' EAST OF Z ETIWANDA AVENUE MH ® STA 9 + 49 . 25 MH @ STA 6 + 38. 89 MH @ STA 4+ 36 . 41 MH @ STA 3 + 95 . 06 AND 40' NORTH OF BASELINE. SET DL _ 16-of=18_ BRASS BENCH DISC IN TOP OF NE END - CHECKED DRAWING NO. N.T.S N.T.S N.T.S N.T.S OF 4' x 2' CONCRETE BOX CULVERT DESCRIPTION OF REVISION DATE CITY NO 20596 1 677D APPROVED S.C.M. DATE _ - �•�_- FILE NO PROJECT SHEET NO. OF 34038/IMPLANS2/sIP16 9- 01-99 t , 1 f t : , tn t N O t N i U) n m t N 1 � 1 • - - p - g CD rr) �a g fi N �..� 405te, N U N t < ♦ ` . + MMU- N; W$ 00 `� 00 ^ M N * N ♦ M �� g �d 00 to (mjh N NF- S ri+d- Urn 50.1 O HGLtdp m of LJ i V ri U , o O o .� �• �, ' i ' i ws +� + 100 r fIN15H iGRJAO� OVER R '�a' r- Milk o M S RM DRAIN 0 h6 Ci >i 40d- 4100 WA _ 395 410 420 420 HatoO I I Hmtx � %_10 p-t o0 4 18 S_O.Q125 +M S-0:005 1 8 11 4 144 � �/i I � k• to tC CL ~�i CSDto cr fit • W N •?� 414:99 a 69 \ v S�y�, co m - INV. m - j ,n "� c3 ' 414 t4• ��>< +`* m m a . . _ cy IP1V• 0. 1 /fj,�•y M > t `° aa. as 06 W • Oi s N tp Z_� �_ p M U m A ,/ + It ,ice - O _ to to - R m ,\may m o _ k� r n 06 d __2 1 4955 "DI m v + �0c1=4.2 i410 410 Mus ul r- � oar QIvoF5.2 400 ' cq V =9.3 a a _ N V =8., V =12.0 o 2 Q1o0� • CONST. 20.55 Lt. a ao a a a + 40.36 Lf. ST. 16.18 L.F. o+ + 4:3 18" RCP 12WID o Z 18w RCP ,8 RCP 1200D L. T RIGHT Lf. V =12.0 w °D N °° W w Cho013.5 12nOD CONST. 16.90 OF CONST. 26.66 LF. g RC m r n LAT "A-1"r m 4 LOV 2.0 ftmff - 18" RCP 120M 18' RCP 1200D 1200D LAT* `V a, CONST. 8.39 LF. 35.29 L.F. LAT. �A- � LAT. �A-15" Q10aw,.0 Q100F2.5 03 coLAT. �'A-22'� LAT. *�-23" + + 18" RCP 1200D ,$• RCP V -8.1 V =11.0 L& w A-'2•fi` -- Q10*21.2 •r �00�8.4 00 Qt00=3.6 1200D w V =6.a v =11.1 ; LAt. a-18 t.EFT RIGHT 6ONST. 28,27 LF. V =7.1 21.72 >eOMS'f. 13.91 'Lf COF15T. 23.14 LF., 24" RCP-1200 D t�NST. 20$.57 Lf. 2� TTS t�QOII Lf. PROFILE SCALES ATS. A 1 78" RCP 1200D 1g' RCP 1200D 8" RCP HORIZON. 1"=40' Q1�7.3 Qt0-25.5 1200D VERT. 1"=4° • � _�• Q1oo=4'2 7 PLAN SCALE 1 1 1 1 1 4 5 6 v =1�.4 1 _40, 1 1 i I 3 SEE SHEET NO. 16 5 -1_1587-1-2 00- # Q- o' ,o ,x F 67 / ��, ,� ag,�Q�� 9 s 6 3 "I,� ,A C5 #' Q 35 60 62 61 o N n N � 'O%00 `, 4w OfO1 QQ' �� Jr � k. 00 3 1 F �X5 Q .per X'S QQ 3 N __ ) / I 4 ul) 0° �t a, a o �04V A '0 66 �: _ cq + �' LAT. A-17" + CD Z + - ZM � gZ ' w 44j AQ) N 152g1f W gT + 4" gg43' pp. _ - iqF N O'0t'3$ f 85.31 , F�L� 0.6T 1' 0.67' 6 v 360.67' 1.5' 2.5' 0.6T ,yy S 08 ������ - g Q4, AMERSHA44 L KAM c�lJs�-9 x�� Qe L-4.0' 65 14.39 a mac, - // M H C STA 6 + 41 . 08 � � roxh� END PIPE C C . B . DETAIL MH ® STA 4+ 27. 33 E .C. N.T.S !u �• ,? � �o `m om N.T.S N.T.S 11 . 35 CONSTRUCTION NOTES 2 3 4 5 SEE SHEET NO. 16 DESCRIPTION OF REVISION DATE CITY 31 CONST. 24w RCP STORM DRAIN ("Dw LOAD PER PROFILE) APPROVED: 32 CONST. 1 T RCP STORM DRAIN (w Cr LOAD PER PROFILE) 33 CONST. MANHOLE N0. 1 PER CITY STANDARD N0. 318 '--' CITY OF RANCHO CUCAMONGA _ 35 CONST. CURB OPENING CATCH BASIN PER CITY STANDARD NO. 300 37 CONST. MANHOLE NO. 1 (MOD. OMIT M.H. SHAFT) PER CITY STD. PL. NO. 318 SCALE 1" =40' Q�pFESS�CN STORM DRAIN PLAN FOR 9 LAT. "A- 17" "A- 22" "A-23" No. 20596 1 TRACT NO. 15871-1 & 15871-2 Exp. 9-30-01 ,1'j. CIVIC �P q�F GF CAO APPROVED BY - DATE CITY ENGINEER }� RCE NO __24953 CURVE TABLE CITY OF RANCHO CUCAMONGA DESIGN �= RECOMMENDED R L T NO& CONSUL rime 9 R.C. ""` "." .ttm A 36'43'17" 22.50' 14.42' 7.47' BENCHMARK NUMBER 163B "*. 5"�° FPX �'�" � - .+..a•iiia rNc ?5i�s;e -- B 21.06'22" 295.00' 108.67' 54.96' ELEVATION : 1297.297 DRAWN o wipTvm SHEET 24' EAST OF C ETIWANDA AVENUE D L 17 18 C 59'33'13" 22.50' 23.39' 12,87' AND 40' NORTH OF BASELINE. SET _-OF D 25'51 '40" 22.50' 10.16' 5.17' BRASS BENCH DISC IN TOP OF NE END CRY CHECKED E NO 20596 DRAWING N0. E 33'41 '33" 22.50' 13.23' 6.81 ' OF 4' x 2' CONCRETE BOX CULVERT DESCRIPTION OF REVISION DATE 1677D APPROVED S,C,M, DATE '� Off FILE NO PROJECT SHEET NO. Q?(o OF 34038/IMPLANS2/SIPL7 9- 01-99