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Home My WebLink About25476-SD Plan GENERAL NOTES: ESTIMATE OF STREET IMPROVEMENT QUANTITIES 1. Note to Can tractors:The existence and location of any TOTAL werergr Lein f by pipes Or f available spawn on these pions CITY OF LAKE E'L SINORE NO DESCRIPTION were obtelned try a sea rah of available records.Approval of QUANTITY these plans by the City of Lake Elsinore does not constitute a I 1 CONSTRUCT A.C. OVER A.B. CL di PER TYPICAL SLIC77ONS ON SHEET 3 (TOTAQ 736,488 SF representation as to the accuracy or completeness of the - J'ASPHALT 4,1%fO2 IF Contractor not the existence ran-existence of any underground STREET IMPROVEMENT PLAN 4'ASPHALT30f,3B6 S.F. utility, pipe or structures within the limits of the project.The Contractct or is required to take all due precautionary measures for 2 CONSTRUCT 6"TYPE it-8'CURB PER NfYERSlDE COUNTY S'TAMOARD NO.200. 21,715 L.F. the protection of all utilities, pipes or structures, whether shown 3 CONSTRUCT 8'TYPE i4-8'CURB PER RIVERSIDE COUNTY STANDARD NO,201. 46J5 L.F. in P these plans he not. Any utility damaged during the TRACT No., 2.5476 4 C STRUCT CROSS PER PER COUNTY STANDARD N0.401,4"TH7pfNESS, - 5,6 0 S.F.performance of the work shall be repaired or replaced to the 5 CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NO's.209$209A. 5,580 S.F. satisfaction of the governing agency by the Contractor of his 2. All work shall conform to City Codes,Standard Specifications 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE£LSINORE STANDARD DNG NO 101. 48 EA. /! ''� I I INSTALL STREET NMfE SIGNS PER CITY OF LAKE ELSINORE STANDARD DWIG NO. 701. _ 27 EA. for Public Works (Latest Edition),and Standard Drawing of the i 8 INSTALL CONCRETE BULKHEAD PER RCFC&MGD STANDARD PLAN NO.M816 6 EA. County of Riverside. it is the Contractor's responsibility to be I 9 CONSTRUCT LOCAL DEPRESSION PER R.CLD. STANDARD J01f(CASE PER DETAIL ON SHEETS 2&3) 27 £A.familiar with these standards aril codes at all times. % I //�� NOT USED 3. The contractor shall notify the City Public Works Inspector 48 ` i f CONSTRUCT 8'CONCRETE D&WWAY(RESWEN7IAL)PER RIVERSIDE COUNTY STANDARD 207. 290 EA hours prior xt beginning t any work. Call for inspection of(951) N .,�, ��` J \ ,-��/I- CONSTRUCT 9500 LUMEN STREET LIGHT PER RIIERSIDE COUNTY STANDARD PLAN N0. 1000.•• 59 FA 674-3124 Ext. 247 between the hours of 9:00 am l0 4:00 pm -I'� / �f f /� Monday through Friday. ( I f JJ f CONSTRUCT 22000 LUMEN STREET LIGHT PER Rl I l7Ns 14ERSIDE COUNTY STANDARD PLAN N0, f001. 9 EA S: n NOT USED 4. Contractor shall maintain traffic control in accordance with OF �'� ;- 001trons Traffic Manual at all times during construction as •Of gFp PACO TE pjAN \ r i -�I C' INSTALL BARRICADE PER RIVERSJD£COUNTY STANDARD PLANS NO.810. 154 Lt. approved by City Engineer or his representative. Failure to do \ &I� 1 NOT USED shall require immediate work stoppage. I CONSf.ilMff W THIS PUN DAIRY �'- �F�''•� CONSTRUCT 8'CONCR£ f EA 5. it shall be the Contractor's responsibility to have o +�--SJLEFi'[ _ 1 MVERSIOE '� �, SHE - S 3o I r� -= _ REMOVE POWER POLE responsible representative at the job site at all times during ' 18 EA 207A. construction. - -- _ r-� - r _ AND BURY POWER UNE, 1400 LF. I 6. It shall be the responsibility of the Contractor to arrange for POWER ROLE,PROTECT 81 PLACE 8 EA the necessaryrelocation of an utilities.Contractor shall notill all EMERGENCY HICLE ACCESS EASE T -- - = - -- OCATE POWER POLE. 5 EA utility cowpoies involved of least 46 hours prior lobeginning y T BE DEDI A D TO PUBLIC PER 'it 157 15 OB 614 S 21 -- 222 9�2175 54' � 22 POLE. PER tlX3Y1N 2 EA �OFpERATE 15 LAMENT. A�3 C 4 59 60161162163116 1421 21 8 5H 9 I 25 INSTALL TEAIPQPARY POWER P work,The contractor shall elao contact Underground Sertice Aierf t+E. TEMP TURN-AROUND :12 !- - a 21 C f8_ SU77�1 _ (U.S.A)of 1-800-422-4133 at lout 48 hours prior to beginning EASEMENT T BE RECQRD - - - - - - E BASE i 17.46 ESTIMATE QFSTORM DRAIN QUANTITIES R.C.T.D.T.'kl Z23 a work. CATCH BASIN SUMMARY PRIOR E Oi FANCY& Nb 1 RELEASE FO OTS t-t g 8 7 SH -_ - _ 7. The Contractor shell be responsible for the clearing of the e' CB+ 71 1106 T 65. '..1 3 ?97 9fi _ 224 24 56 5 , 287 NO DESCRIPTION TOTAL proposed work area,and relocation and cost of all existingC8 N0. Q f o(Cf5) Q loo(CfS) 1 91 -f,- - �- - - B-5 V 246 55 5 2511 UANTITY 8 155 10$ i05 ?661 t to 1 SHEET30 a INSTALL 1 R.C.P. CLASS IV.* Z550 L.F. utIIItiea. Subdivider must inform City of Lake Elsinore of 1 1. 1-8 1 r7 p-.,_ 1712_ •-8 �195 2.25 1285 construction schedule prior to the beginning of construction. --0 - - -- ! 16 211 , g4 30 CB/2 245 64 6 62261 ® HYSTALL 24"R.C.P. CLASS IY.e 697 L.F. 2 4.0 6.4 11 t 15 7u 1154 ?09 104 167 211 '1 a9 SII t CB 17 ( i 726 17 ?-6k 285 e - Y .A f --I INSTALL 30'R.C.P.(SEE PROFILE FOR D-LOAD) 85f L.F. 8. All underground facilities with laterals shall be in pkce prior J 3.6 _5.8 / f 170T I103 1613 19 =156.SCFS �. 84 s - 1 to paving the street section, Including but not limited to sewer, - - 21 153 g210 0 727 INSTALL 36"R.C.P. SEE PROFILE FOR D-COALI Q100=251.8CFS ( ) '1,936 L.F D 9 9 TRACT 25476_ 7c o 197, 83 ® ( 575 G.F. water,telephone, electricity, gas and drainage facilities. -4 � T3.8 6.0 29 78 77 Au _4 22 / � T71?9 � OT, � /P44 - 2� INSTALL 42"R.CP. SEE PROFN.E FOR D-LOAD I BOUNDARY .,D � `:,. 152 111 T07 169A oT � 5 0.4 a7 -!1 93 y 1 a 91 Qfi5 266 1NSTALL,48'RI (SEE PROFILE FOR D-LOAD) 1,987 L.F. 9.NI Street sections ore tentative. Additional soil tests will be 6 7.7 123 - `� 15 i 2 101 170/ /1208 i20� 02 72r3 24.3 _ 28 282 taken after rough grading to determine the exact section CONSTRUCT HEADWALL PER CAL-TRANS S7D.PLAN D90 6 EA. required. Section thicknesses shown are far bonding purposes 7 ZS 5.8 I ; -1 150 113 iU 171/ 207 7�A 899) 23 �242 .17 27 25 //2 1 CONSTRUCT CONCRETE COLLAR PER R.C.FC.&W.C.D. STD.PLAN M&ILL 2 EA. only. 8 8.4 13.2 .. i I^ CB 1 1 / i i2 133`34 351 36 57 149 99 177. 20R / 241 / !2 7.70 280 CONSTRUCT MODIFIED HFADWALL PER CAL-TRANS STD.PLAN D86&DETAIL 54 ON SHEET 35 J EA. 10.All existing underground utilities and structures must be 9 10.4 16.8 31 1 148 115 98 173 15r SHE CONSTRUCT MANHOLE NO. N PER R.O:F.C:&woo.STD.DWG.MN 25J O f 23 �240/ i 73 ® 22 £A. potholed5 and elevations verified prior to construction.The 10 .7 SILO engineer 4 CONSTRUCT MANHOLE N0.2 PER R - engin of record shall be ratified of any necessary revisions to 42 1 y�13 /g7 74 / 4 � 7 8 .CF.C• &N:G0.STD.DWG AIN 252 6 EA. 147 c 39 the approved plans.The revisions opal 11 4.4 70 be in the form o} `AS 1 f 8•" 33f / / �� 77 CONSTRUCT MANHOLE N0. 4 PER R.CF.L: &W:GD.STD.DWG MH 254 10 EA. BUILT"plans submitted to the City Engineer for approval prior to 12 5.8 9.3 ITJ d 117 r 96 7;5 r� 98 18 LOT "Y" / 27 P project Y ty n9 13 5.9 9.4 9 1.6 118 j7 95 176 13?_ C63 B 7A 275 CONSTRUCT CATCH BASIN NO. 1 PER R.CF.0&W.C.D.STD.DWG.NO. C9 100. 28J L.F. the final acceptance of the h the City Engineer. B diII 80 y �r CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET J5 320 C.Y. L-__ - 145 II.All existing monumentation disturbed or destroyed during 14 0.5 0.8 1 4 I 50 1 - 119 1gq' i7/ '8t - NOT USED construction shall be replaced to City standards as approved by 15 0.2 0.4 j �,.� �1 49 5 14A - /20 ( 2;g '-SHEET fi - Tso 2' 76..� the City Engineer.Centerline ties are to fumished to the City -F 17-011 T 2 1.78 7 f NOT USED Engineer upon completion of the project before acceptance is 16 24 37 1. 45/' 48 53 /J fJ14; � - _ 237 ® CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN 089 9 EA. granted. fl 3.2 5.i 121 92 � 54 23R CONSTRUCT ENERGY MWATOR PER A.P.W.A.STD.PLAN 364-1(SEE DETAIL ON SHEET 36) 40 C Y. 12.An Encroachment Permit shall be required for ill construction 18 6.7 too ! � 46♦ /47 ` / f1�7 122E 91 L°T"t" LOT 'lull NOT USED work done within Public Rights-of-Way. Before issuance of said 19 &4 &6 5g 5.5 / 123J I q0 LOT "X'l l NOT USED permit,the Contractor/Developer must provide the City Engineer 20 %5 8.6 10=95.4CFS 59' 14 SN 010=28.5CFS 21 0.9 1.5 0101T=3531CF5 B0 5- 5 / 140 3 24 g �u 0100- _ CONSTRUCT INLET TYPE X PER &W.C.D.STD.DWG C8 108 with Cements. of Insurance, required hooding for rose s / / AI - 5 £A improvements.The erxxoachment permit must be present of the _ t ® CONSTRUCT TRANSIT"STRUCTURE NQ 3 PER R.C.F.C.&W C.D. STD.DWG 7S 303. 2 EA. job site during the total time frame of project construction with 22 23 3.6 - 61 - 26 86/ t�--_-- ® CONSTRUCT JUNCALW STRUCTURE NNO. 4 PER R.C.F.G&W!C.O.STD.DWG JS 229. approved set of improvement plans, 23 5.5 8.8 138 SHEET 33 3 EA. 87 I CONSTRUCT MODIFIED 8ASlN 1t0 PER RC.F.G&NLC.D. SID.0102.CB 110&DETAIL 54 ON SHEET 35. 7 EA, off encroachment permit is required though the District No.8 24 5.0 8.1 I - 62 63 27 T37 C SIN„ officea ofCalt1•ats, please make reference to this fact in the 25 17 26 1 � /S18 + 0 )'G 'H.D.P.E PIPE MAY 8E US IN OF R.C.P., Gl.P.CP.OR C.S.P. SEE SHEET 3 FOR H.D.P.E. PIPE REQUIREMENT. 'General Notes'section of the improvement plans. ti• 128 / TRACT Jill . 26 8.8 14.1J ca t G5 135 I 8 BOIRIBART 27 7.2 11.4 31 66 129/ 84 I 7 10=5.8CF5 3 130 /8 !I rot Q100=9.tCF5 i .i 0 100 200 400 600 800 ,1A TRACT N0. 25478 I �3 13[ 82 !VOTE I SINE j �� 68 7 10 AT'Y i. ALL VALVES STREET FINISH DUVC�LPF7 SHALL APPROPR PLANSTED TO ANAL f SCALE: 1'=200' LEGEND OF ABBREVIATIONS & SYMBOLS 69 71 6 A.B. AGG?EGA'.E BASE I.F.O.S. INSIDE FACE OF BASIN R/W RIGHT OF WAY S 77 73 74 T $0 2. ALL BLUE DOT PAVEMENT M4RKER S1fAL! BE INSTALLED AT X7 RAMBGATE r A.C. ASPHALT CONCRE-E INSTR. INSTRUMENT S.F. SQUARE FEET 111110n 75 7 / LOCATIONS PER THE WATER PLANS. AVE AVENUE B C BEGIN CURVE INV. INVERT OF DRAIN ST. STREET 6 ,7` 79 v I I INT. INTERSECTION TAN. TANGENT '`I B.C.R. BEGIN CURVE RETURN J.N. JOB NUMBER TO TOP OF CURB B.V.C. BEGIN VERTICAL CURVE T.F. TOP OF FOOTING Il INDEX OF STREET SHEETS: 1NDEX OF STORM DRAIN SHEETS: " C.B. CATCH BASINL LENGTH T.G. TOP OF GRATE \ f SHT. SHT. 4 J I L. LF. LINEAR FEET C.F. CURB FACE T.I. TRAFFIC INDEX LQ. DESCRIPTION SQ. DESCRIFjLON CL. CLASS LT. LEFT T.W. TOP OF WALL.ELEY, MAX. MAXIMUM USC AND CS UNITED STATES COAST AND GEODETIC SURVEY 1 TITLE SHEET INDEX MAP 24 STORM DRAIN LINE'F-1"STA. i+00-ST0. 10+00 P/P&DETAILS �,. , r C/L GENTERI 2 DETAIL SHEET LOCAL DEP, DETAILS 25 STORM DRAIN LINE"I STA_10+00-STA.20+00 P/P&DETAILS L-L CT. COURT MIN. MINIMUM V.C. VERTICAL CURVE DEVELOPER: 3 DETAIL SHEET LOCAL DEP./X-SECTIONS/DETAILS 26 STORM DRAIN LINE-F-1-,'F-le',-F-1g` "F-1h" P/P&DETAILS d C.Y. CUBIC YARD M.O.C. MIDDLE OF CURVE W= - 100 ' EXIST. CONTOUR 4 ASTRID WAY STA- 1+DO-STA. 10+00 PLAN&PROFILE STA. 2C1+00-21+17.72,STA.1+00-STA. +04.26, W.V,C. MOM VERTICAL CURVE CENTEX HOMES 5 ASTRID WAY 10+00-18+92.58 PLAN&PROFILE STA.1+l)D-STA.28+81.53,STA.1+00-STA 3+71.09 VICINITY MAP D.F. DEEPEN FOOTING 100� PROP. CONTOUR a WATER METER 6 BANTRY BAY STREET STA.9+24.34-STA.20+00 PLAN& PROFILE 27 STORM TRAIN LINE'D'&LAT'F-le','F-111' 'B-1b" p &DETAILS N.T.S. DIY. DRIVEWAY NO, NORTH AMERICAN VERTICAL DATUM __ PROPERTY LINE 2280 WAftOLOW CIRCLE.SUITE 150 m N0. NUMBER -,d_ CATCH BASIN&LOCAL DEPRESSION 7 BA TRYBAY STREET STA.20+D0-STA. 69.14 28 PLAN&PROFILE STA 1+00-STA.2+06.47&STA 1+00-STA.4+23.72 SEC. 7.Il 29 T.5S. BRO EA. EACH DAYLIGHT LINE � CORONA,CA 92860-2896 8 CRESSIDA STREET STA.1--00-STA.6+69.14 PLAN PROFILE STA.1+00-STA.1+40.57&STA.1+00-STA 2+23.72 PAGE 836,F-7,1999 TN AS BRCS MAP s N.T.S. NOT TO SCALE E.C. END CURVE N.O.I. NOTICE OF INTENT �- SHfT=T FLOW RATE 3 O.X DEPTH OF REO'0 OVER EXCAVATION TELEPHONE (909)279-4(XXI 9 SWEET JULEET LANE STA.6+09.49-STA. IS+00.00 PLAN&PROFILE 28 STORM DRAIN LINE"Cr1'&"C-Y P/P&DEFIES E.C32. END CURVE RETURN O.C. ON CURVE -- GRADED SCALE 0 FAX (909)273-2100 10 SWEET JULIET LANE STA.15+0.OD-STA. 24+26.06 PLAN&PROFILE STA.0+99.20-STA 7+88,55&STA.1+00-STA,3+36.36 z 1 CENTERLINE �� 11 BELLE 1SIS COURT&CLIMBER COURT PLAN&PROFILE 29 STORM DRAIN LINE"B-l"&'El P/P&DETAILS E.G. EDGE OF GUTTER 0.R. OFFICIAL RECORDS E CUT/FILL LINE SOILS ENGINEER' STA.1+00-STA.6+03.20&STA.1+00-STA,3+00.96 STA.1+00-STA.3+64.45&STA.1+00-STA.5+80.83 LEGAL ION R E.P. EDGE OF PAVEMENT P. PAD ELEVATION - SCALE HIGH POINT -�..� TRACT BOUNDARY 12 CARROUSEL COURT&ROSE SACHET LANE PLAN&PROFILE 30 STORM DRAIN LINE"B-2"&"B-4"&"B-5' P/P&DETAILS E.Y.C. END VERTICAL CURVE P/P PLAN AND PROFILE ----- FLOWLINE s AL9US-KEEFE&ASSOCIATES. INC. STA.11+53.28-STA.16+43.7f&STA.10+00-STA.13+18.79 STA 1+11l 6+2337&STA.1+11114.00.& STA 1+00"STA.1440A BE) BD OF A PORTION of PARCEL 2 OF PARCEL MAP N0. a F.F. FINISH FLOOR ELEV. P.C.C. PORTLAND CEMENT CONCRETE EDGE OF PAVEMENT 13 GALUCA STREET STA.1+00-STA.10+64.22 PLAN&PROFILE 31 STORM DRAIN LINE"B-2a', °B-2o2"&'8-2o3' P/P&DETAILS 199 BOOK 122,PAGES 44 THROUGH 48,INCLUSIVE OF PARCEL F ^SLR SUBDRAIN 1403 NORTH BATANCRIMSON PILLAR LAN£, SUITE 115 74 IMPERIAL STREET&LYOA STREET PLAN&PROFILE STIL F.G. fINtSH GRADE P.I. POINT OF INTERSECTION SURD ptR 1NN ---- RIGHT OF WAY ORANGE,CA 92867 STA,1+00.00-SEA 8+46,00 A STA.8+45.00-STA.11+10.79 32 STORM RAIN 5F511,706 3ASTA.1+00-6STA.13+a5482 �� P/p& TN A TI OFO PAR( L 2 OFSLOT LNE ADJUSLTMENTIN0.0 2 QBRRECORDFD AS F.L. FLOWLINE POI. PORTION TOP OF OPE `!, PROP.CONCRETE (714)744-9760 15 MEMORIAL STREET STA. 14-00-STA. 11+41.00 PLAN &PROFILE 33 STORM IIRNN ONE'E',-F-2- "F-3- "C-3" P/P& TRUMENT NO.2003-169226,OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, PRC POINT OF REVERSE CURVE " '� STREET SIGN 16 STEELE VALLEY ROAD STA. 10+40.54-STA. 19+00 PLAN &PROFILE STA 1+OD-STA 1+29.OQ STA I+00-5"fA 1+96h STA 1+o0-STA 1+76.89,0o F.S FINISHED SURFACE DROP. PROPOSED TOE OF SLOPE J.N. 1216.00 17 57FRE VALLEY ROAD&iROPIGII STREET PLAN &PROFILE STA.5+20.89-STA.2+64 ALIFORNiA, TOGETHER WITH PARCEL OF LOT LINE ADJUSTMENT No.02-09 G1 TANGENT GRADE IN P,U.E. PUBLIC UTILITY EASEMENT �� RETAINING WALL PROP.DRIVEWAY STA.19+00-STA.21+99.94&STA.0+90-STA.6+83.53 34 LATERAL"B-la-F-1R' PROFILES RECORDED AS INSTRUMENT N0. 2003-169225 OF SAID OFFICIAL RECORDS. 32 TANGENT GRADE OUT RC.P. REINFORCED CONCRETE PIPE M FIRE HYDRANT +;>;;F;k,.. TOPOGRAPHIC SURVEY SOURCE: 18 ODYSSEY STREET STA. 1400-STA.8+70.16 PLAN &PROFILE 35 LATERAL'B-3a' "B-3b",B-3d"& P�P DETAILS, G.B. GRADE BREAK INDICATES PROPOSED 19 SIMPLEX STREET STA.1+]0-STA. 6+16.08 PLAN &PROFILE STORM fARAIN DETAILS &S.D.NOTES BASIS OF BEARINGS: o, R.C.T.p, RIVERSIDE COUNTY Ct-" STREET EIGHT •xis°r$1:??'; A.C.PAVING AERIAL PHOTOGRAPHIC METHODS,FLOWN IN 03/18/1995 8Y: G.F.F. GARAGE FINISH FLOOR TRANSPORTATION DISTRICT 20 RIVERSIDE STREET STA.18+00-STA.28+99.15 PLAN &PROFILE �b �"" SOUND OR SCREEN WALL 21 RIVERSIDE STREET STA.26+99.15-STA. 37+00 PLAN &PROFILE THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE o H.D.P.E. HGH DENSITY POLYETHYLENE R.G. ROUGH GRADE INDICATES PROPOSED ARROWHEAD MAPPING 22 RIYFJtSIDE STREET STA. ''7+00-STA.48+00 PLAN& PROFILE COORDINATE SYSTEM,ZONE 6, NORTH AMERICAN DATUM 1983,AS DETERMINED H= HEIGHT R� RATE OF SLOPE DEEPENED FOOTING CONCRETE SIDEWALK 431 MACKAY DRIVE RT. RIGHT p�. o 23 RIVERSIDE STREET STA.4b+00-STA.52+50.09 PLAN& PROFILE LOCALLY BY THE LINE BETWEEN NGS COILS STATIONS°ESRW AND"PPBF", SAN BERNARDINO, CA 92401 807H AS PUBLISHED ON NGS DATA SHEETS,BEING N31-30'44'W EPOCH R.W. RECLAIMED WATER (969)887-5969 siRT cssr -cts 201K).35). Pry REVISIONS: )REPAIRED BY: PREPARED BYI CRY OF LAKE d�101! USC AND OS BENCH MARK DISK IN CONCRETE ; / HUNSAKER & ASSOCIATES MONUMENT STAMPED 0 3O7 1935,IS 38 FT WEST QpoF nt, / IRVINE, INC $ T �VY pEpNDIG 1 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT p a'woaEsiy.° MAUL R.HUDD'STOW, R.R.C. .5 20 EXP.8 30 O6 D INLAND EMPIRESTREET REGION A-15 � of TWO woaxrtc SOUTH OF POWER POLE 19319 CWL0 RIVERSIDE CA 92504 (951)352-T20D BEFORE OAYS BEFORE -- X NO.5E020 m PUNNING/ENGINEERING/SURWANG/GOVERNMEHT RELA11ONS 36 DIAL ,„ THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TITLE SHEET 8 YOU DIG tau ps ow.r/xl/9e A SHEETS is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE LAWS. AND OF DEVELOPMENT AND/OR PREPARED FOR: CENTEX HOMES MARK DESCRIPTION BY APPR. DA1E �. t PLAN SHEET.> Tau FREE t-eDa-227-2600 + CITY AND STATE LAWS, AND A PERMIT CAN BE t55UE0. 28 ? rvI di+ SCALE: 1"=40' W.O. Foe_ F.n. FILE Nu. ; i A PUBLIC SERVICE 8Y DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a-cAE�F ' / 1265 CORONA POINTE COURT X, ��" (2j(6,'oS CORONA,CA 92879 09t9-25<r� CENTEX HCMFS uINDERcaouNG sEnMa AEM ELEV.1425.76 FT NAVp 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH K A SEUMA ENGI - DATE: DUNE, 2004 (95t)479-s3Ds -i cx rn C<QNSTRUCTION NOTES STORM DRAIN NOTES 9o--•-CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE 43 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.&W.C.D. STD. COUNTY STANDARD NO 311. DWG. NO-CB 100. 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C7 M II O - ._ w d O Z 1 - W > Q Z ^l n +n C3 ti U Cl J m w ��W w U J d_; LS J Li-4 m - '+0 w 6 , m � I+; �Ii Fli F� Wit` N n n r LL w �4 r:lij d - W I �`n n 4 Im43a+oivUnaD na nNn a� m� wd �V mn m m ^n y +"43 �ci I . nn o^ oo +Li LiIn n N n "�3, ".� m c� " m a O n ry + p 43 +tovi mlLi mlri foul �i o43 _ aernasmwrn Yinm N� N,-Nm O, p. mm m b bb b0 b Obm �O �� W 6.50' 7.00 3.50 `� 'w-' r ^^ ^� m 6.50 f!7.00'f�6.50'! f 6.50 21.00' .50 m6,50 7.00' 6.50 �B.#1.LOCAL DEPRESSION r1C.B.#2 LOCAL DEPRESSION 9 C�CAALEDCPRESSION 9 C.B.#4 LOCAASLEDEPRESSION 9 C.B.#5 LOCAASL DEPRESSION 9 C.B.#6 LOCAAS DEPRESSION C.B.#7 LOCAL DEPRESSION CASE'B" LJ CASE"C" SCALE: 1'=10' SCALE: 1"=10' SCALE: I"-10' SCALE: 1'=10' SCALE: I"=10' SCALE: I"=10' SCALE: f_-10' RIVERSIDE STREET-SHEET 21 BANTRY BAY ST.-SHEET 5 BANTRY BAY ST.-SHEET 6 BANTRY BAY ST.-SHEET 6 BANTRY BAY ST.-SHEET 6 ASTRID WAY-SHEET 5 ROSE SACHET LN.-SHEET 12 3.501 28.00' .5' 21,00' 6,50' ,cS (4-4 d 6.50' 7.00' 6.50' �J L j� �I, 6.50' 7.00' 6.50' � W li 43 ,J�• 6.50' 7.00' 6.50' Ind L d a Lwj 43 ro w R a w 43 ai w w W w li 43 m'i U n a al w $$ O U m W mli li lO b n na ow W U m� O OUm J, oL.1 CCJ O OU U O N n a Inn O pU OU O OU OU b^ ^� IA 16 d li 43 mil W LL b W. o i0 C ai maim 6 m 6 m m m m w cl m lff _p W 14 JJ 1p h n n n n n n 'D b b Ii N �!b m m U U -p 6 Om �'O 4• N Nb ul "l^ 11 O4 a O _O 14l�,E ,(1 m YT ul O O U Q m O <� m O a O U N U O h O <� O In f O io La U II in O a m m N O .- D] O a w LJ *� II n QL L9 b II b O G'� N p II a G m O n + O+ m>O+ N�,(j O a W n° a -------------M N LJ P Oi yJ - d C O o b N 3 __ N m n N m , (!.4 00 al W ___ ___________ _______ `� M M W _-___ ._.__..__._- O N .........---------------------- a O m o1 V O O U W p of m f.j - __.-._ C 7 p - U-I Li U J U J d J 0 J U-3 m W N W / ` 41 J fl.3 �. J _J UJ N a +N ......- "" + II M ci_] r 4 F W V J a! V: + ti In N In v6 a 3 I°1` .li .-w r li r li F li 1.: F c° _; d_; OO N� mM nN mm bM bN MM II�Lj O'U pU (•j M1� ^a nn n mm NU aUf'4 F[4 Fli N n m N a M U'1 Ol n I� G c O m m a� OIn N M m + +• + 43 O N b r N LN'R ,n umi 115175 „mj� Y�In Ii ii vni ii lnil lj it am ins mm ^^ Inn �v1 rn �11� Iem] N� O6 Or7 00 50^ 2t,00 6.50' 21.00 6.50' �_ 9 C.B-#8 LOCAL DEPRESSION 9�LOCAL DEPRESSION 9 C�OCAL DEPRESSION nC.B.#11 LOCAL DEPRESSION C.B.#12 LOCAL DEPRESSION 9 C.B.#13 LOCAL DEPRESSION C.B.#14 LOCAL DEPRESSION CASE"B CASE"C" CASE"B' CASE"C" `� CASE"B" CASE"B' l� CASE"C„ SCALE: 1"-10' SCALE: 1"=10' :KALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' ASTRID WAY-SHEET 4 CRESSIDA ST.-SHEET 8 CRESSIDA ST.-SHEET 8 CRESSIDA ST.-SHEET B SWEET JULIET LANE-SHEET 9 SWEET JUUET LANE-SHEET 9 SCALE: 1"=16 GALUCA ST.-SHEET 13 J ti ci ci U.J ci J ti, 6.50' 7.00' 6.50' F Lj-i ti 6_; _ _ _ _ _ _ _ _ - Lim U� Ll_ U� Lj_; F F F4 F4 F� F4 1,;W �4 U_i U� U, W O 00 f%4UJ Uw U l[� f 4 f li �I� �p m0 W'"6 N�3 NN NN N2 eD ma L�`•m �N 1 W 43 Li Mb an w m C 1�N 1p OD qq pp� n N f li F 4 F, c'i Np Nq pm1�1 � ppf�'� ,p N Ian n U O V O V U Mm Ma Ma O 10 m iD m m Ill V1 m 2 Y6 h h N N� >n� N N (� O �� W pal T 0 m pad pM� p OMi / w Oi and n n n m M Ol aI in P N i!1 p�p� t a W + L,I O in w - - J UL<�l O c O 4 C1 a O m o'i w yj O U m O o L.1}O O m�0 O O mm O O U�m ISI O J Y V N z W Ii to W m m �4O IhN N m .+num N MILL 17�Mli �LL UJ O_S U-J UJ !D ��m h- W Q r ��G _ 1N.I I� n�,#'3'�t1 Ii b 3 I� ^ti u f ti L� I-li F Ii 17i;6 m Uo m 4 a •�ci+ ti o rj q ti m ri W ti+ N Ii r ci I: 3 rn r4S m0 m` NU tmOU +gip +U m� ONEU +,'O .'L3 rn: �U 'n µµn Omf aI 6L.i adU mLj LL and mLi ro Na CS OLL O +O +. b O OO M In N:_ ul a U O O U ` y +� +a ca. U 2 + m f 43 m +m o i0 v 43 g o"A tO- 43 b' •a �i a .i ri ri ri a m +' 43 + *W w. LL o 43 c ` ``VF`m^ 43 a .- m'n m b f In n s n s Imri + f m m _ - b v a s y fi.50 7.00 8.50' 6.50 7.00' fi.50' 6.1 7.00' 6.17 6.50 7.90' 6,50' 3.50' 7.00' 6.50 7.00' 6.50' C.B.#15 LOCAL DEPRESSION C.B-#16 LOCAL DEPRESSION C.B-#17 LOCAL DEPRESSION C.B.#18 LOCAL DEPRESSION C.B.#19 LOCAL DEPRESSION C.B.#20 LOCAL DEPRESSION (g� C.B.#21 LOCAL DEPRESSION CASE �CASE'C" v CASE"C" 9 CASE'C" 9 CASE"C" g CASE'C' ✓ CASE"C" SCALE 1"=10' SCALE: 1'=16 SCALE: 1'=10' SCALE: 1"=10' SCALE: 1"=10' SCALE; 1"-10' P SCALE: 1"=10' GALLICA ST.-SHEET 13 RIVERSIDE STREET-SHEET 22 BANTRY BAY ST.-SHEET 7 IMPERIAL ST.-SHEET 74 IMPERIAL ST.-SHEET 14 GALUCA ST.-SHEET 13 RIVERSIDE STREET-SHEET 23 ag , 5 - IWO 6V 12-6•Os d= =8 i REVISIONS ..- � s - VRIpARm BY: PREPARED BY: CITY OF LAID BL NUM �) 6 I HUNSAKER do ASSOCIATES - ' K �d USC AND GS BENCH MARK DISK IN CONCRETE _, IRVINE, INC STD �RQVErN 2 „„ ,w MONUMENT STAMPED D 307 1935 15 38 FT WEST c°�Ovw L AI1L R.HUD TON•JR. R.C.E. 56020 EKP. 6j0/OB DATE ® INLAND EMPIRE REGION TRACT NQ 2M76 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT e'" a so f 29CO ACAMS STREET,SUITE A-15 `'F .� DIAL T1Y0 WORKING SOUTH OF POWER POLE 19319 CWT. s`� ERING/0e VE NG/GO {95p552-uoD �Q BEFORE GAYS BEFORE - 5 NO.5OD20 ' PLAN NING/ENGNEERING/SURVEIING/GOVERNMENT RELATIONS YOU OIG You Dc ESE.6/a°.roF THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE Wlfii DETAIL SHEET si.Il I HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 11 a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR a / MARK DESCRIPTION BY APPR. DATE I „ _. PLAN SHEETS 'PREPARED FOR: TOLL ERE[ 1-aoo-227-iem > CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES n UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NAVp 86 CHECKED BY. PAUL HUDDLESiON PROJECT MANAGER: MATTHEW BUSCH WICALIt°'� KI!N A.S pGINEER RCExs69 f�P.6 3p 07 DATE: JUNE, 2004 726C{C01RON7 AOgN TE COURT 0919-254767CENTEX HOMESA RMLIC SERVICE Br DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH SCALE:__ ___ Yo.4 9-03069 = C3_;dj x3_j xS_; 6.5IY 7.00' 8.50' d d J a r. .o .�IO ,o a" �1 •43 .li rn xn o o on o 0 d ci o L3 0 0 0,a w o m a m co R/W £ R/W PUE R/11' R/W PU 00 av.: EJJ „x 4, m d d d d o d _ .- --....- --- I86 -----.. II��. ..-...._.-._._ -: 8 '� o 2 9 2 I°ri 'P I ..�' ---__. _....._.._.._�C...-.- ` 3 ....._-4c'_.- -_.... E N .t[F __ �- ...._r....TO.._! 3Y _ 41 R 1. +�0.. d rn w 1 `PARKING' i __________......._-_.. o o m 3 y I =-� a T m IS 4-LJ � 4J92,58 a tLl as mNTS N.T.S. - �; LL � WASSON CANYON ROALi, x', I', m rn '•' 9 IR1(}-�A�f (�7A 1+00 To STA.18+ STEELE VALLEY ROAD �35tO ci ee ^ wmmo a; _ TYPK:ALSECTION STANDARD 106 + + + w o m o m QANTRY BAY ST. (STA.9+24.34 TO STA. 24+06.45) T.I:8.0, R-VALUE=40-60.A.C.=0.33,A.B.=0.67' vwi43 �� d� ddo tm m^ m� + c AREA=62,353 SF,A.C.=1777 TONS,A.B:2,045 CY = s.so 7.00' s.50'm SWEET JULIET LANE DESIGN SPEED = 50 M.P.H. 14,0 8.50' ROSE SA BET LANE N.T.S. y �O C.B.#22 LOCAL DEPRESSION CCAL DEPRESSION C.B.#24 LOCAL DEPRESSION TYPICAL SECTION STANDARD106 T.I.=5.5, R-VALUE -60, A.C.=0.2D.25',A.B.=0.42' CASE"B" CASE"C' CASE V AREA=195,088 SF, A.C.=3,513 TONS, A.B.=3,034 CY SCALE: 1'=10' SCALE: 1"-10' SCALE: 1"=10' DESIGN SPEED = 30 M.P.H. RIVERSIDE STREET-SHEET 23 MEMORU3L ST.-SHEET 15 MEMORIAL ST.-SHEET 15 N.T,S. 6.50' 7.00' 1 6.50' 6.50' 7.00' 5.50' Lim ti.� ti� u� o d443 Oldo� R m3 eS f o0 aid 43 antj d ri ni M Ni rj+� ri M 6ci O cau LL u- c a PUE. R -__...______ ... ._YAMES -r.--..... ... ........RY PUE R. _.._... ... .-.50' .. R�W m�i •- •- o N J VARI 3;\ '._..... ._ _.25 /IYO(Ji3�s pU .. c4 ^"� m d - VMIES„I___________ TES..-__.-... � -�. 7' /. _ 7) 18 .tK--......� � -. 1 w o N I _.9_. _...8'..__YARIES 10'-12'_ 1 2A --��-- 1 O '1� q I W xav W 3 ._ �'. PARKING �1, 1 r1� PARIHN ...2&_ i'S1 w'1-I ARILING 1 �1 PAP1fRiG I'4, o :_-______.: a y _ ' 2X _ - .IL2R Tz. rbJ' ai o 4 C2: V 4 4 -- -- -- °° r;S 2• z L3 d n' d o / _-_I N.T.S. N.T.S N.T.S. N.T.S. - --- m ' W �� STREET TRANSITION BANTRY BAY ST. (STA.24+92.45 TO STA. 26± 3.98 ti� d_i ti� LSD n e ➢gin a d-i FU.'LL �1� tsJ li 4 w n li+„ GANTRY a o i 4 AY S (STA34+06.45 TO STA.24+92.45) BELLE ISIS CT. ODYSSEY ST. PLEX ST. mm n ^� mm a <ti�3�L.i m on on m n m m o m n +o + + +d w�+ m o m a w w r� �4 m 0 43 ry o m+ a 6 a a a^a TYPICAL SECTION STANDARD 105(MODIFIED) CRESSIDA ST. CLIMBER CT TROPICAL ST. ,qrl T1 5.5, R-VALUE=40-60,A.C:0.25', A.B.=0.42' 6.50' 7.00 6.50' AREA=2,908 SF, A.C.=53 TONS, A.B:46 CY IMPERIAL ST. GALLICA ST. CARRO ICI,CT• DESIGN SPEED = 30 M.P.H. G C.B.#25 LOCAL DEPRESSION �C.B.#26 LOCAL DEPRESSION cq P.B,#27 LOCAL DEPRESSION N,T•s. MEMORIAL ST. LYDA STR££T CASE"C" CASE"C" L'• CASE 'C" TYPICAL SECTION STANDARD 105(MODIFIED) SCALE: 1"-10' SCALE: 1"-10' SCALE: 1'=tO' T.I.5.5, R-VALUE=40-60,A.C.=0.25', A.B:0.42' STEELE VALLEY ROAD-SHEET 16 STEELE VALLEY ROAD-SHEET 16 ODYSSEY ST.-SHEET 10 AREA=227,111 SF, A.C.=4,088 TONS, A.B.3,550 CY DESIGN SPEED = 30 M.P.H. CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS N.T.S. 1, FOR QUALITY CONTROL, C.I.P.C.P, PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E.OR CONSTRUCTION NOTES .,TI.D.P.E. PIPE REQUIREMENTS TECHNICIAN HAVING SUITABLE C.I.P.C.P,EXPERIENCE IC1 CONSTRUCT A,C. OVER A,B.CL II 'I. FOR QUALITY CONTROL,H.D.P.E.PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED RG,L OR 2. CONTROL CONCRETE BY MEANS OF 5'N 12"TEST CYLINDERS - MINIMUM OF 1 SET OF FOUR(4) PER -YPICAL SECTION ON SHEET 3 TECHNICIAN HAVING SUITABLE H.D.P.E. EXPERIENCE. - CYLINDF.RS PER 100 C.Y..AND NOT LESS THAN TWO(2)SETS OF CYLINDERS PER EACH DAYS POUR CONS-RUCT 6"TYPE"A-8'CURB PER ._ HA.P.E. HAS A MINIMUM RADIUS THAT I7 CAN BE BENT WITHOUT DAMAGE, PLACEMENT SHALT-CON:iIOER 3. SUPPLYING BATCH PLANT SHALL BE INSPECTED AT THE START OF CONSTRUCHON AND NOT LESS THAN RIVERSIDE COUNTY STANDARD NO.200. SUCH RESTRICTIONS AND ONLY BE CONSIDERED WHERE PIPE WOULD NOT BE DAMAGED BY B'ENDINC- ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS, BATCH WEIGHTS,AND OTHER CONCRETE CONTROL MEASURES 3 CONSTRUCT 8'TYPE"A-8'CURB PER 3. NOTE PLAN SPECIFIES PIPE USING WITH INSIDE DIAMETER. H.D.P.E.IS SPECIFIED BY THE OLTSIDE R/W R/'A' PIE R/W R/W PUE 4. CONCRETE MIXES SHALL N07 HAVE LESS THAN SIX(6 SACKS OF PORTEAND CEMENT PER CU YD. RIVERSIDE COUNTY STANDARD NO.201, DIAMETER. A QUALIFIED RC.E. SHALL REVIEW ANY REPLACEMENT PIPES AGAINST ALL ------.- ------------- ---------- -------- 8 - ----- -- .. _ THE COMPREHENSIVE STRENGTH OF THE CONCRETE(�c)AT 2B DAIS SHALL BE AT LEAST 4000 P51; HYDRAULIC CALCULATIONS. 44'.... 550 4 CONSTRUCT SIDEWALK PER RIVERSIDE �`--- -- "' -----'- THE MODULUS OF RUPTURE SHALL BE AT LEAST PSI. FOR VELOCITIES GREATER THAN 10 FPS, COUNTY STANDARD NO.401.4"THICKNESS. .1. PLANS CONSIDER THE USE OF R.C.P. FOR PIPE WALL THICKNESS. WALL THICKNESS VARY IN H.O.P.E. � I_ .6T•^__._.32'.... T_.---.____ g _BUT NOT GREATER THAN 20 FPS.THE COMPRESSIVE STRENGTH SHALL BE 5000 PSI. COMPREHENSIVE .. - STRENGTHS SHALL BE NOTED ON THE DRAWINGS. THEREFORE REPLACEMENTS SNAIL BE REVIEWED AGAINST CLEARANCES TO OTHER UTILITIES. + E P A 16 0' I �1 / #I 9 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE FUTURE PAVEMEN 5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO COUNTY STANDARD NO.311. !i. HA.P.E.PIPE SHALL BE TYPE S. - _- PAVEMENT 27 START OF CONSTRUCTION ' .. J PAVEMENT i-� - 8. PIPE WALL THICKNESS FOR FLOWS HAVING VELOCITIES EQUAL TO OR LESS THAN 10 FPS, li. THE MINIMUM THICKNESS AND STIFFNESS OF THE HPDE PIPE SHALL BE PER SECTION 64-1.03 FU�RE ` "- /,\\ RaTURE ��.- SHALL COMPLY WITH THE REQUIREMENTS AS SET FORTH IN THE STANDARD SPECIFICATIONS. OF CALTRAN$SPECIFICATIONS. SIDEWALK FUTURE �U' SIDEWALK FUTURE FOR VELOCITIES GREATER THAN 10 FPS. BUT NOT MORE THAN 20 FPS,A 140'SEGMENT CURB CURB OF INVERT SHALL BE THICKENED 2 INCHES IN WALL THICKNESS AS'SACRIFICIAL CONCRETE". 7. EXCAVATION AND BACKTILL FOR HDPE PIPE SHALL BE PER CALTRANS STANDARD A62F. INCREASES IN STANDARD WALL THICKNESS SHALL BE NOTED ON THE DRAWINGS. RIVERSIDE T T AN ITION RIVERSIDE STREET 7. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2 1/2'.( 1 1/2'MIN.TO 2 1/2'MAX) STORM DRAIN NOTES 13. MINIMUM COVER FOR H.D,P.E.PIPE SHALL HE 3 FEET INCLUDING AC/AB. (STA.26+35.42 TO STA.29+38.17) (STA.29+38.17 TO STA.35+82.02) S. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION,AND ROD FOR WALL 43 CONSTRUCT CATCH BASIN PER R.C.T.D. 9. NO H.D,P.E.PIPE SHALL BE ALLOWED WHEN•V'IS GREATER THAN 20 Ipi. TYPICAL SECTION STANDARD 106 TYPICAL SECTION STANDARD 106 THICKNESS AT A MIN.OF EVERY 25 C.Y.OF THE POUR STANDARD DWG. NO.300 13. RCFCD STANDARDS SHALL BE USED FOR JUNCTION STRUCTURES.JS2.RCFCD STD.JS227 AND JS4,RCFCD 7D.2211 ARE SPECIALLY T.I.=6.0, R-YALUE=40-60,A.C.0.33, A.B.=0.67' T.I,=8.0, R-VALUE=40-60,A.C:0.3V,A.B.=0.67' 9. AT THE ENO OF ALL POURS AND AT THE END OF EACH WORIONG BAY,THE CONTRACTOR SHALL INSTALL MEANT FOR CONCRETE STORM DRAINS FOR H.D.P.E.PIPE,THEY SHALL BE SUBSTITUTED WITH A MANHOLE OR TS3. Wpp4 DOWELS 24'LONG. 12"INTO THE LAST POUR AT 12"CENTERS AROUND THE CIRCUMFERENCE OF AREA=14,416 SF, A.C,=343 TONS, A.B.=358 CY AREA=22,347 SF,A.C,=555 TONS, A.B:536 CY IN-PLACE PIPE DESIGN SPEED = 50 M.P.H. DESIGN SPEED = 50 M.P.H. 10.WHEN C.I.P.C.P.IS SPECIFEO AS AN ALTERNATIVE TO RCP,A TRANSITION STRUCTURE NO.3 SHALL DIMENSIONS OF CAST IN PLACE CONCRETE PIPE N.T.S. N.T.S. REPLACE JUNCTION STRUCTURE NO.2. 11.CAST IN PLACE CONCRETE PIPE,WHICH IS TO BE MAINTAINED BY THE CITY OF LAKE ELSINORE SHALL NOT BE PLACED EXCEPT IN THE PRESENCE OF THE ENGINEER,h SHALL RAVE A NOMINAL CUTER WITH OF NOMINAL SIOEWALL MINMUM COVER OVER THE PIPE OF THREE(3)FEET, DIAMETER DIAMETER PIPE TRENCH THICKNESS THICKNESS (Interior) (Depth) (Nominal) (Minimum) (Minimum) 4 D D' V. ADDITIONAL NOTES FOR CAST-IN-PLACE CONCRETE PIPE CONSTRUCTION 72" 11.1 87" 7" 7' R/W R/N' PUE PUE I R/W - _- R/W PUE R/W POE 48 58" 59 S' S" .___.. _.._..__-.. 86' I3, 3'A �. .__._.___._. _LBb'.._... .. ..._I __._..._.. ..._.._..... .._ _ ._..... __ 3.I. JUNCTION STRUCTURES SHOWN ON THE PLANS ARE FOR REINFORCED CONCRETE PIPE.THE -'--'--'-- --'-I i` -- -- ---- -- FOLLOWING SUBSTITUTION SHALL BE MADE 42' 50° 51, 4' 4' _.._.... ...._._.... 44' .. ._._...._- ._..._.- .._ _..I. FLH 44 ._-.. 1. 44-._._............... .. 3 _ 4♦� _ __--y4 _ g JUNCTION STRUCTURES FOR USE WITH C.I.P.C.P. 36' 43" 44' 3-1/e 3-1/2- 1, R 30' 36" 37' 3' 3' .. Si_ I_...YMES 32'-3Y _. .........-....._.ITT..-"--- 6 �1 fi . ... ..37_.-- It......... ..... .y_6'. �`� 7:/i. r ._ 37' _� ___37' o -A JUNCTION STRUCTURE No.4(JS229)SHALL BE REPLACED WITH EITHER A JUNCTION 27" M., 34+ 3' 3' 8'-1'! E/P VARIES.D'-35' ti/ '=T• 1 E 1 yARIE 8._ L.- FUTURE - -- .� 1 FUTURE 2' STRUCTURE No.2(JS227}OR A TRANSITION STRUCTURE No.3(T5303)). PAVFMFRL yy 1 _1% J tE_. .f- •PAVEMENT pg_ E-A JUNCTION STRUCTURE No.2(JS227 SHALL BE REPLACED WITH A TRANSITION --�, - ._ e.T 5 ) 1 r-�- -- - R-. i vi - _ -. n _ _ .= -.'4• '�` y `lI' ___r_-4 - sn,L' 1 36*}I :' --° - --- �, T- �xA .. UTU m 2. STANDARD DRAWING No.JS 227 JUNCTLON STRUCTURE No.2 WHEN USED WITH C.LP.C.P. FUT SIDEWALK �FU TURE14� v 4 1 (\vI ,SIDEWALKTURE ,,`> `` �' �{• F $ SHALL BE MODIFIED TO INCLUDE CONCRETE BACKFILL I FOOT OVER THE C.I.P.C.P, rn CURB `3J `31 3 CURB v �J 1 STRUCTURE Nk.3(T5303). RIVERSIDE STREET TRANSITION _RIVERSIDE STREET EET TRANS N ` (STA.35+82.02 TO STA.39+30.26) (STA.39+30.26 TO STA.51+26.64) +26.64 TO STA.52+50.09) 8 /`1 t TYPICAL SECTION STANDARD 106 TYPICAL SECTION STANDARD 106 TYPICAL SECTION STANDARD 106 T.I.=8.0, R-VALUE=40-60, A.C.=0,33', A,B.=0,67- T.I.=6.0, R-VALUE=40-60, A.C.=D.33', A.B.-D.67' 8.0, R-VALUE=40-60,A.C_-G.33', A.B.=0.67' v 15 t' f AREA=18.273 SF, A.C.=435 TONS,A.B.=454 CY AREA=84.108 SF, A.C. 2,087 TONS, A.8::!,018 CY AREA-7-174 SF.A.C. 171 TONS,A.B.=178 CY t o DESIGN SPEED= 50 M.P.H. DESIGN SPEED = 50 M.P.H. DESIGN SPEED =50 M.P.H. N.T.S. N.T.S. N.T.S. o xI SINGLE PIPE m NOT TO SCALE �,I.O4 8v 12-6.06 ji C 7*7 0 BEINGHMARKv8 It ; REVISIONS: SEAL-ENGINEER PREPARED BY: PREPARED BY: L'ITY OF LAKE 8"N�E G HUNSAKER & ASSOCIATES x m I„ 1T �! USC AND CIS BENCH MARK DISK IN CONCRETE - � � f' S IRVINE, INC }� �I� �{��I 3 ,..,,...••µwo;.:,,, MONUMENT STAMPED D 3071935,IS 38 FT WEST peOFESS Ia� --. ...-_-.._-_-_ .!.. _ STRAIT ��811111 PLM 3 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT e`�w r\Nufsn f PAID_R.HU TON,JR.R.C.E.58020 EXP.6/30/06 DATE INLANDM£MrnPERESR REGION TRACT q0. 2�Zro OF oITE A-15 g DIAL TYq WaI(Nc SOUTH OF POWER POLE 19319 CWT. h 3- _^IY RIVERSIDE CA 92504 STREET 1)352-7200 �° BEFORE oars eEFORE - ND. /3D THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE 'WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 36 DETAIL SHEET a YOU DIG YOU DIG EXP.i/Si/oa SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 'rX MARK DESCRIPTION BY APPR. DATE I < PLAN SHEETS REPAM TOLL ERE£ 1-800-227-2600 l CI-"Y AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTER HOPES 4 n (��f o.IVIL I°F4 SCALE' -- 1265 CORONA PgNTE COURT W0. FOR: F.B. FILE NO. d ' ,�... A PUBLIC SEANCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH cAt+_� // U ND ERGROUND SERVOS ALERT ELEV. 1425.75 FT NAVD 88 CHECKLU BY: PAUL HUDOLEST(7N PROJECT MANAGER: MATTHEW BUSCH � - ---, -- - '� I � -- DATE: JUKE, 2004 CORONA,CA 92879 0919--25476 CENTRX HOMES zi ..A ,40 A.38U CITY ENGINEER ICE S�iS EXP.6 3D D? (951)479-9306 z -----.-- .--..-. .. . .. ..._.. ._.... . - - . . .__ ... -- . . - -1 THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES .. _.. ,.._...-._.._. ....._ ..... .. . . . .. ; . .. . . . . . . . S _ .. ... . - --'1""' -- ......_ .... . ......... ... .... .. .._. - .._ _ -- -- . .. .. ._... __...- .. ..- . . . . . .. ... - . ... .: ---._ --- _....... ... .. ... .......... ... MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 OVER THE REINFORCING } I ., i - - - -- _ - WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. 7H r.. . _. - ..E CONCRETE ........ . .. ... ........ . . .. .........-..._--'.- 1 _ :. _.. ... _.i :...... .. ......... . .......... . ... _...._.-- - . .. .. . _.._...__._.... : _ . . . . . - .. . . . .- . .DESIGN STRENGTH M THESE REACHES SHALL BE fc 5,000 PSI FOR VELOCITIES , ,,,,_,,,,,,,,,,, ,, . , , : : - : EXCEEDING 20 FEET PER SECOND.AND fc=6000 PSI FOR VELOCITIES EXCEEDING . • . . . . . . _. ._.......... . ....... . . . . . . . .. . . . . . . . . : . . . . . . . . . . _.. . . ............. . _ .. . .. .- - - ..30 FEET PER SECOND. . .: ., :..'- ._.:. .. ... .. ... :.....- .. .. ..'i -.. ....... _.._. ........ .. . ,. - _ . .. _...__...__.._..-.._ .. -. _ ..- - .. . . . . . - .... ._. . T' i c i. .. ' --.. . -_. .-. . .. .- . . .. - - - '- - . .._. ..- .. .. .. .. . . _ .. . ... _.... . . . . . . . . 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I -- -.. .... .- , ..... .. ... r_. . ., - LINE - -.. ._ . .. _.-.. . __ . . . . .....-. . . . .. .. _ I. . .._..:__.-_.... _......: .-- . :. .--- : . . . . .. - -._ . ... . -. .. .. 1 . ........_.._ .. .. .. . .. .-... . . . . . . . . ..-- -- --- . .. - .. . . . . . . . - . _... . _.._..__..._...._..... ... .. . .. . :. . ...-... ._.:.-. .. _. . . .. _ _ . .._ .. ! . . . . . . : ..... - . . _ . ........ .. ... ...... . .. . . ... ... . . . -...... . . .. . : . . . . . ..._ - . - ; . . _ _.... . - .. ... ...... .. . .. .. . .. . . . _ . - . -.... air . _. : FINISH SURFACE . . . . . . ... ..... .. . .. ... .. . . .._-. ... ._......_. ._. -.-......... . . . . ... m. _. .... _ ... .... ... . ... . . . .. .-.... _:PROPOSED PROPOSER:F1N15k1 SGIRFACE . .._ .... . ._ . OVER:STORM DRAIN GROUND :... . OV@R STORMDRAIN . . .. . . .. ... .. - - . . . Rim ...: -._ .. ... . . ........ . ...... :.. 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CONSTRUCT 23.65.L.F.' ... .- _ +,� K� P +.2:V..r 8 87 tom. . :: B.e7 tps. - - - - ... . .. .. .. - :...... _.._.. ... .. ...... _ C :46M p, I -.-::-wNST: 173. - .. . . . . ..... .........-CAtlJSF.-1✓T2k2 L' .... ONsf, A9 6 . _ _ _ .. 9g a. 6 _... ._. . _... .: . . - ._ - -...... . .. ......_. . ...._. __ . .._... -..._. ..... . I. . -........ --. .__. . . . _... _ . ....2Pi:.. CP. CU155� ... P(MASS.. - R�fffiEO ll} , . _ :%I17 P(1fi00 D OR 48".i?CP..1fO0-D. dt CIPCP . : ' .. .......-----------...-- - I .. .. .. r. ..._ .. .: - .. -__. .. ----. .. ..._....... .._.. ._. _.... .. -........---USE._WATE7R TIGHT J6EN USE WATER-TIGHT JOINTS. ff :„ - TI �0` U WA ER TIGHT JOINT$ Z. --.... . . . . . . : . :-.:._:. : .:..-..:- - STORM .DRAIN LINE. F-1. . : . . . T: . ..F-.4 " :.:...._... .....' `...'.. .... ; .. -. . . . - - --- ..._. . _ - - _.. 1+00 z+00 a+00 4+00 5+00 6+o +00 - -8+00 s+00 � - 10+0o._..._...._-.:-- -=-i+00 :_. ....... z+oo.:_:.::.....:.._..-.__.__ _.'_.___A: :....: :=::'::: ::....-___ PROFILE SCALES gg is HORIZ.: 1"= 40' / ' CON5TRUCTION NOTES MATCHLINE STA. 4+50 ST CSTA.83+56.99 VERT.: 1"= ,V INTERSECTION / 31 INSTALL 18"R.C.P. CLASS IV. 43 W- 8'V=10.50' +09.5D LINE"F-1'= /' 32 INSTALL 24"R.C.P. CLASS IV. SEE RIGHT SHEET 2 0+99.92 LAT F-1o" "� 36 INSTALL 48'R.C.P. (SEE PROFILE FOR D--LOAD) �,I i... ... . 65 I w - - -.1 6+38.92 3+33.59 . F 1 f 46 5.0.1569.31 BOP - �CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN 090. { 'J 1568.89 SD TOP e ! 3+57.94 EC }�I � 8"SWR 1568.37 TOP J157352 ii 1+19.58 I A 3B OONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. 66 3+25.42 > 1+20.64 PR 134 20 WTR 1574.17 SOP r V11 j 57 STD. PLAN M 803. LOT L 568.75 4 SD TOP 1+4.14 T8'S.D.1573.04 TOP :", 20"PVC WATER D7 CONSTRUCT MANHOLE N0.1 PER R.C.F.C.&W.C.O. 1569.90 RVIT BOP ' 3 _ STD. DWG.MH 251, 1+zfi.83 - M 64 :�j PER SEWER AND WATER `,� 53 ' EASEMENT 1 HFAOWALL 37 1562.61 1� I III .. ..T INTERSECTION.. „ 3+16.25 r Q -6.81 'LAT F-1o'.t p 3} F- aI PLANS FOR 1RACT 25476 &-CONSTRUCT MANHOLE NO.2 PER R.C.F.C. &W.C.D. ' 15&3.39 4 SD BOP a = "'U� •48'"PUBLIC SD 1+00.00 LAT F-lo1 B 1 A'x, 36-A A2 3+12.25 MH 4 f SEE PROFlLE 56 54 - NO.4 PER R.C.F.C. &W.C.D. A SHT 34 3+12.25 MH 4 STD DWG MH 252 I+58.89 MH 1 ? 42 42 CONSTRUCT MANHOLE . 5T STA 4+60.4 4D 55 ST.STA 3+42.56 STD. DWG.MH 254. g ST- STA, +42 -- `.: � T 1 61..90 BC SEE DETAIL A N - 1+74.27 EC P 6+98.7fi MH 2 4.� 12"PVC WATER .r S CATCH BASIN NO.3 PER R.C.F.C.&W.C.D. STD. .1569:20 6 BOP +12.37 EC�.+� Pg C8 A 78 133 '��,1 1�" _.. _..____ . - I ST. STA 4+82.69 PER SEWER AND WATER �DWG. NO.CONSTRUCT 100. �, .... . 43 .... rE 8 ,' _��. CONC.COLLAR NJ ._..-....--- -_---_-.. -- _ PLANS FOR TRACT 25476 N "- J _ STRUCTURE N0 PER R.C.F.C.& -- - ...ST.STA.4+79.117 - - _....._. -� 7fAff CONSTRUCT DWG,JUNCTION U 43 T - 4 --- -.___ �-_ _ z .. '"I 2+((82.11 BC E. .. W-7'u.7,92' W - -- � r DC tA ... ..- .__.._.. . .... . M_ b.;0 n . D D .' ..._. .. W -.... ._........ _ - OI - _ _ � _.s _-�Y W L 4' - ~` = � h CRESS ID 5T __._ _ :_ -. .._ �, TMANHOLE _ -. __ _ J M - - _ . _ _ a - - - - - -- - _ � - - - _ , M .- ..._ ...-- - --- ....m nt _._.. _' J.1 -- -- M pp - --- - > rev - - K _ + .94 'Sr"�D _I� . 0 .. L�Si 3 .1_5l'd 2 V . , = f N R „ �. ` N o cl ., A x - -- _ -_ g f. N 0 3 i 1+8693 G H f JS/4 6+43.71 EC 137` -waY m >>Mr~ 'r -y D2-�.G �.)s - 15663.34 4g Sp BOP - : ..� fj INTERSECTION -- --may �1r" �=1,`65.19, -. 1561.34 15. SWR TOP 2+96.90 J2 EE PROFILE HEREON 5+61.00 LINE F-I1"= 1+10.54 7+01.10 B 505.26' `` 1568.48 SD TOP 1 70.39 1+00.00 LAT F-1b 12 WTR 1572-11 BOP 8" PVC SEWER v z 20"PVC WATER 1571.90 2 WIN BOP 1571-65 r WT TOP 1 36 1B"S.D. 157211 TOP PER SEWER AND WATER E ER SEWER AND WATER 31 T �F-�7" 1571.65 5 RWf BOP 134 135 �� R PLANS FOR TRACT 25476 w O'4 1 38 PLANS FOR TRACT 25476 Sff P OFlLE SHT 34 t+s7.D3 139 142 1567.26 10'SD BOP 12"PVC WATER 72 1+21.17 1563.65 15 SVIR TOP 1 40 141 11 ii! PER SEWER AND WATER STORM DRAIN LINE "F-1 " PLANS FOR TRACT 25476 q INTERSECTION 1571.61 1 SD TOP 3+09.50 LINE"F-1"= is13.73 1 WIR BOP 74 15"PVC SEWER 0+99.62!AT F-1a,8C CIS 10 PER SEWER AND WATER 43 �_ 4+9.1 TA TABLE DAT TA T BEARING/DELTA RADIUS LENGTH TANGENT PLANS FOR TRACT 25476 SEE S V=7.92' BEARING/OELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT ® 10'2753' 601.00' 109.77 55.04' 70 71 SEE SHEET 2 73 ® N1196'54"W 35.07 QO 1'15'09" 501.00' to.95' 5.48' © 26'45'30" 45,00' 21.02' 10.70' OJ N7124'04"E 10.11' Q N31100'22"W 57,39' ,2 68 69 7f M Q 64-15'45" 45.00' 50.47' 26,26' QE 8510'02" 45.00- 66.89� 41.36' HO 2-28'09" 499.00' 'I.50' 10.75' Q 37*55,00" 45.00' 29.78' 15.46' QO 3D'55'21" 699.00' 377.26 193.34' 0 2:: 4•2 80 120 160 STORM DRAIN LINE ��1 © N75'32'39"W 89.74' QF N20'32'28"W 173.99' ]Q 40'S4'23" 45.00' ;i2.13' 16.78' © N20'32'28"E 173.99' © N21-48'45"W 26,47 - -- .e SCti.E " = 40 .I I{ I a J�� I - EPAR PREPARED BY.- HUNSAKER do ASSOCIATES LAKE�� G. REVISIONS: PR E0 BY: G/j P CITY OF ti I, E R ; USC AND CS BENCH MARK DISK IN CONCRETE ess,a �� 1RVINE, INC STO M DRM FILM 24 - MONUMENT STAMPED 0 307 1935,IS 38 FT VEST e x FFF `^^^^^^^^"'"""`^" c quoo(�4 PAO[+2.f DOLESTON,JR.R.C.E.58420�EXP.6/30/O6 DATE INLAND EMPIRE REGION �� Np, �� OF OF CENTERLINE CALIFORNIA HIGHWAY 74. 33 FT �`" 6 ro�1 I 2900 A0gM5 STREET.su1'rt q-15 - DIAL TWO NOAKINC SOUTH OF POWER POLE 19319 CWT, ^ 3' RIVERSIDE cA 92.904 (951)352-7200 , BEFORE DAYS HEFORE N�N0.58020 �A THESE PLAN$HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEEAINC/SORVEYINC/COYERNMENT RElA710NS STORM DRAIN LINE "F-1" +�_ is YOU DIG rou Oic HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. % s/>o/� - THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 1+00 TO STA. 10+00 SHEET; MARK DESCRIPTION BY APPR. DATE c PLAN SHEETS P,Rm OR 1... TOLL FREE 1-eo0-227-2s00 . 01,,, CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES - PRE F 2:1 �, f ��A SCALE_1"=40' 1265 CORONA POINTE COURT r -c'F: H. i_p nO. - i.; A P1180C SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCN ale ,I ""-" F `" ---.... ..L4 LINDERGROUND SERVICE ALERT _ CORONA,CA 92879 04'9-25476 CENTEX HOMES ELEV. 1425.76 FT NAVD 8B CHECKED BY: PAUL HUOOLESTON PROJF_CT MANAGER: MATTHEW BUSCH -- -- ---------------------------- DATE: JUNE. 2004 --„ R4GM A.SAWMAI CITY NGINEER RCEMS69/SEXP.B 0 0. (957) a78-9306 _ . . . . . . :.:... - - - - - . _. . . - _... -...._.. --..._.. ...._ ... . ...._... _ _. . : ( _ I ___. THI ... - .. ..-'-- - --... ._....------..._._...__..._..... ........ .._. -._ _ E CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES . . . . .._.......__-_... . . . I . . . . . . . __._..i:........_ ... .. .. .... ... ........ ...._ ..... .. . . .... . . . : .. .. ...... -- -- - - „ ... ..--- ----....----.._..----- -----. . .. - _ --- : - ._. - -- . -- .. -- - ... ... .....__....... . ......._........ ..... . .... . . . .. . . . : - .. . .. . .._..--�_ - ---- ...MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 OVER THE REINFORCING-... . ,._- I _ _ --''- -_ '_ ' . -_ --.-__ . .. ....... ...... . . . WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE.:_..__ ._.-.._-__. _... _............ ....._..... ... .. ... - -. - --- - -- - --- - -DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 PSI FOR VELOCITIES-.:. ......:.. %....: __. . _ - : ': ---....:-...._..j...._.. ... ..-_... : . . . . . . _ . . . . .. . - . . . _ . - .. _ ..... ......_. _._._ ......... . .. . ..-. . . . . . - - -_ - - E%CEEOING 20 FEET PER D AND f= F .. .. _.... . . . . . . - --- - ._ _ _.. .... .. .. - -_-- .-. E SECOND, c 6,DDO PSI OR VELOCITIES EXCEEDING. :..:..... ..L.... .:.... .................. . . . . . . ... . . . . . . . . . .... : : . ; : --- - - -- .. . :. . .. ;..._..._.. ...... .. ... .. ... . .... ... ....... .. .. .. .. . . - . . ... . .. _ ...._.. ...._.. - - ..30 FEET PER SECOND.. ... .. _ .. ... . ... ... _. .. .. _....._...._..._ ._...... ...._ . 1...... ='..i-...:... . . - . . . . . -.. . . ...... . .. . . --- . . . . . _ . .. _ . . . - - _ --- _ -- .... ._.._......---...- .... : : : : : : : ....__.. .. - - -- -- . . ...... ........ .... ..:_ _ _ _ - .. .._ .. ..._ : ..... _ .- :.. .:. ---- .. _....._...... . : _ : : : : : ...._.. ..._.: ..... . ..._.-._.-_:..- .. _..... I... _ _ _ _.... __ ... ____ _ ._ . ... ...... ._ ._. .. - - - ... .. _ ............_. ... _ .. _ .. . . ...- ._ _ .._. .. : .. ..... .. ... .. .. ... ... _ _ - .. _ ..... .... _.. ___ . . ... ... ..... .. ._ ._....... .. _. . . T. ....... .. . 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PROFILE SCALES [6+00 17+Oa 18+00 19+00 20+00 CONSTRUCTION NOTES " HORIZ.: 1"= 40' " " &--INSTALL 18"R.C.P• CLASS IV. LAT "F-1c" & LAT "F-1c1 VERT.: 1' 4' LATS. "F-1e" "IF-1a1, &c F-1 SEE SHEET 26 SEE SHEET 27 &--INSTALL 36"R.C.P.(SEE PROFILE FOR D-LOAD) LATERAL F-1CT' CB 1(6 tI-<I . �INSTALL W R.C.P. (SEE PROFILE FOR D-LOAD) 51 1 SEE SHEET 26 43 yl ST/i. 11+60.07 1 V 41 CONSTRUCT MANHOLE NO- 2 PER R.C.F.G &W.C.D. qq 1Ts v 31' STD.DWG.MH 252. 11+52.51 CJ MEI,, l '70 t 37 EE SHEEP 2 ! ,y � J 17 ., $2 425T.STA 9+36.94 1 1 1 LATERAL'P- , v) Z 2 42 CONSTRUCT MANHOLE N0. 4 PER R.C.F.0 &W.C.D. EE§HAIL SHT 26 i I LATE G 71 = �>� ,. r.t STD. DWG.MH 254. 53 ' I G SEE SHEET 26 SEE.PROFILE SHT 34 t \ �"A s INTERSECTION 41 .0 t 43 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C. &W.C.D.STD. f1+49-77 LINE"F-1"" .. �� r 5313+54.t2 -JS 4 �,� 22 ,_, :t DWG. 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SWR t573.79 TOP / _ �-- - - , III g N 1+00.00 LAT F-1 �6p�- _ - , A+ 14+32.53 EC .1 _..-D as -.... m -.-.�__ '� _�-.. ems` .-.��- 34 `4y DATA TABLE IO PER-E'NER- WATER .� f ,_ . `- _,� �- -`I - O 1 ! /DELTA RADIUS LEN07H TANGENT o.c�,sa z�4` .� 146 t 47 PLANS FOR TRACT 25476 -'- ..____-_. -.___ -- - .- ? -- F 0 77 25' z _ _ g 145 148 - _ _ _ 30 5 201 699.00' 351.40' 193.34' x 144 149 15C _ �, 19+o1.t1 2B"1,59" 601.00' 302.79' 154.6V = ?s 143 d 3fi Fh �r ~ , 3fi"S.D.158653 TOP I� pp N2B58'59"W 150.04' o .21 21 151 -��__. -_�� HE 27 1 QE 29-1 V29" 349.00' 177.B7' 90.88' -� 152 153 154 155 �51P l' 157 pF Nma'3o'w z3s.6z' E&N SEE HEET 27 © S21'41'33"E 27.27' .. . . I. r, STORM DRAIN LINE "F--1 " '�T SEE S. FSHEET 27 'f' D 0 4 8D 120 160 %2 SCALE: I" - 46' _ b v r -6. os c "a I' I' v ;;ti l � EMSIONS: - PRIPAR€D BY: PREPARED BY: CITY fOF LAKE EL>1MIdE z e a I. HUNSAKER k ASSOCIATES 1� Nll I 1 1_ USC AND GS BENCH MARK DISK IN CONCRETE � B/L.r ® IRYINE, INC STORM �N PLfW 25 �" ,,,,.,,,�.,,,,,,_,.,,,,,,. o MONUMENT STAMPED D 307 1935, IS 38 FT WEST "oD, Stp�,• _ _ , ,-• DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT o NuOv�E i o PAIIL R.HU➢ ESTON,JR.R.D.E.58020 EXP. 6/30/O6 DATE INLAND EMPIRE REGION A-15 DF a So�' 290D ADAMS STREET,SUITE A-73 TWO WIX:'exrc SOUTH OF POWER POLE 19319 CWT. = ,-RSIDE CA 92504 (951)352-7200 3� BEFORE DAYS BEFaRE "aNO.5802D $m THESE PLANS HAVE BEEN REVIEWED FOR C9MPLIANCE WITH PLANNING/ENGINE{RING/SURVE`.1R0/GOVERMENT RELATION5 STORM DRAIN LINE "F-1" 36 � YOU DIG Yau DID HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ¢I` -e7aaNe THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 10+00 TO STA. 20+00 SHE z s MARK DESCRIPTION BY APPR. DATE I e PLAN SHEETS PRF7ARm FOR: CENTEX HOMES z Tau FREE A Puauc sEN>nCE NY EOa-227-2600 DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH 11`\f cAt'T�11CITY AN �LA A PERMIT CAN BE ISSUED. SCALE__1"=40' „I 1265 CORONA POINTE COURT W'c- F F.s. 'ILE N0, z ,_, UNDERGROOND SERMCE ALERr ELEV. 1425.76 FT NAVD 88 - -- � - ---"' - - "-- DATE: JUKE, 2004I CORONA,CA 92879 0919-25476 CENTEX HOMES . ->< CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KFNI A... MALo CITY ENGINEER RCEyfi9/SEXP.6 30 07 ' (95t)a79-9306 m - .-.-._... - _ --- _ . ... . --THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES-: i - -' - . . . . . . ---' ' ' ' ' ' - --- .---.- - - i _-== .. ... _....._..1 . . _ . _ . -- . i_...- - . . . .... - - __i ...... .-. .. . . . . .. - - .. MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 1/2 OVER THE REINFORCING ? - - - - - - - - -- __-. ... ...._. .. . ....mt.. . . . .. . . . . .. . . .. . . . . . . .. . . . . . . _ - - . . . , . . ._..__.. .....- . . .... .. . .. . . . . m . _ ...... - - ---- - WHEN THE DESIGN VELOCITIES IXCEED 20 FEET PER SECOND. THE CONCRETE ...... _.. . _ .. . . . . . . . . . . _ - - - ... _.. _ _ _ _ _ _ __ __ _ __ ____ ..... . ........ ... ._ . . . .. _..-.....__..... . . . . _ . .. _ . .... . . ... ........ .. . . . ... ..._. +.. ..___.__. . - - - - __ - EXCEEOING 20 FEET PER SECOND AND f- P F 1 --._._ . .- . . . _ .. . . _ .. _...... _. ...... r'.. _..-. -._ ._. c 6,000 51 OR VELOCITIES EXCEEDING ' . . . . ....___... .. _.: . . . ... .. . - ..... _ - - - ; 30 FEET PER SECOND. : i :�:_:..:...-.._.::.: .4__• .:- - . . . - - ...... .. ...... {. . .. -.. .. .__:... : . _ . .- 1. . .. ... ....:_....._.. . . . --- ... ....... _. .. .. 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USE W T$R TIGii JQkNTS USf WATER TIC1t• JOINTS . . . . . . _ . . . . . . .... .. ... . .. _..._.._-_.._ _...._.. . . :.. :..... - - . ..... ....--- . _ - .. . . .......... . ..... .. - .-...-- .. _. ...._ ....... ._.._. .. . . . . _ . . . ...._ ....._.. ........_. . : _ - . ... . -.. _ . ..._.._.. 7_.._._.... ....._. ......... ..... - .... - ._._._... .._.... . .. - _ _ ..._._...:. :.... ..: .. - ....:...: :.. - - .. .. ._ _.. .... _---- . . ....._...-__._.. _ ... . .. .. . - .. _ _ - _.. _ ..._.. ... ......... j ...... ._. _ ... ... .. I - - - - ... -_ .. : _ . . . ..: :::.-_._.__-.. :_-.::. I�: ..:.. :...._.:..:.':_':..... _....;..-..::: ---:.- : : : • :. .: ...:..... - :fl _.: .....�!_. :':.. _':'_...:!!'... . .... :�:. .- :. :: : . . : - :. LINE: �� _ .._.... ... :.. . .. . .3 ,. : LATERAL F-1 c , : LATERAL : f�-I:9...._ . LATERAL:.'- 44h - . . . ... --- -- __. . . . _ _ - - - - -- ._ _ .__ . . . . . . . ...... - _ T-'- __...-. - --- -_-.....__ 1 - .-....--.---_...._.---'-'----...--..------T : ..-......_..._.._._....... - ... .. _. ..---'---._..._-.... ......-_..___._.___.-,_.._._. .--------------- ._-J-..---�-- : :. - 20+00 21+00 1+00 __._-..._:.--.-- 2+'00 -- -- -3+0 _.. :..-...._-__:._-_ - ___.-. __._.._.,.--_ '..:�_-=--------- ----_ =- , , __ PROFILE SCALES +DO 5+00 1+00 2+OD 3+00 �! � HORIZ.: t'= 40' VERT.: 1'- 4' 20+f16.52 MH 4 ' 42 ST. :iTA. 18+72.99 --------�-,"-„"--""""'""-------EXIST. - ------ ..-_---------._..._ _--_...._..._ . __ 20+8852 M. D1 : ! - - ----Rwk--_�_. _ -._ 42 :I iI �1 INTERSECTION " °.' "4"34 1 LEF TYPEX +' ST.STA. 18+72.99 F ; 20"P C WATER 2(1+87.72 LINE'F-I"= RIVERSIDE ST.�. .SEE?Ron HE OR -'' L ER S_WEIR AND WATER �i13 20'PVC'WATER' ^' 3+64.23 EC INTERSECTION' PLANS;FOR TRACTI 547fi 1+00.00 LAT"F-1qq, 20+89 52" YH 4 �. PER SEWIR'ANP WATER- "� 00 II2 1+00.00 LAT"F-1h- 42 :'ate - ,--PLANS FOR ACT254763+2&�BC .....__ .._.F _ ,I LATERAL 'F-1 J1 LINE "F 1" -ST,o Aij ss A=6O`48'z.i,M7 W� g ?- B2, 1+26.15 EC ON . r OG, SEE PROFILE HEREON SEE SHEET 25 i IA- � I : 1+6T 8 31 2+00 3+00 N ..I I-' I 11+17J2 i� 1+17.33 i q - 1 4.83 1 SD TOP E T.STA 19+02.20 !A C n .II" �. ..-�':_.�.:A. N EXIST: S I � T580. 3 5p TOP �� "t7 ., , 2 1594.93 12'WTR BOP 31 D IFIED B 10 .--____ Q W - 1581.06 20'WIR.BOP : 1584.4 1 7D ',- ---'" _-_-tom "r - -w-.- 1Y'- ---- --_.. N e -- - 1 ! Rom. I LATERAL F-1!" II LATERAL'F�IC7"3t 319 T SwR i0P ' OC LAT F- T F- pp�q q. __ _ . A=58'4 AL____ J 1+01.7B BC 1584 NTERSECTItE' R/w 3 SD BOP I, �� W W b f ASTRID WAY W SEE PROFILE HEREON 51 A=45"DO'O 5D V) ' - CB 1 - 1+OOi06'1AT .F-i6- LOT DID LOT.EE. z LIJ _ p. I SEE PROFILE SHT 34 I T*1 44 --' 28+B1.5 �Tq ro gg3377pp1pp1 W1q�gp fnl (E INTERSECTIO ,• g CB p�7 12 PVC WATER r - 43 - -6.26' = 15RN 3 +SD+TOP 1, K`12"PVC�IATER 11+49.77 LINE F 1 ST. STA. 15 6.33 43 PER SEWER AND WATER - 0P SEE SHEET 2 1 W� PER SEWW AND WATER 2+5153 BC PLANS FOR TRACT 25476 n 1 _ -- 157 58 159 160 U ): s>� PLANS FOR TRACT 25476 1+00.00 fAT 1c SEE 1SHEET 21' -1 "r l 4 Q it � I 11+52.51 MH 4 + •1 n ASTRI WA F. x ff s» LAT "F-th" 19, STA 9+ 94' . F %L: - - LAT F- g LATERAL SEE DETAIL' +- LINE F-"1 SEE RIGHT I HER ROSE SACH1;7 LN . _ - - DETAIL C MANHOLE4 _ >. D1 xt i' - --. ... a i --- _ lh - K a - - -94, SEE SHEET 25 (;QNSTRUCTION NOTES 7" LINE F 1 DATA Ta�Lt_ INTERSECTION f f _-.m- - - -_-__ - 31 INSTALL 1B' R.C.P.CLASS IV. sla1+49.77 LINE"F-1 I )•+' -.. . - - --'---- - LAT F-lh BEARING/DELTA RADIUS FN�TH TANGENT - 1 J 32 INSTALL R.0 P. CLASS IV, s. _ �� 1+00.001AT F-1e Q it 33 H 1O - 33 =Dot' ^'�'ofJ'/. 2B" A2_5(i'n2'21" pA NO.14'30"E 117,72' ,`. __` G --o LIl o n � 3 .'^Q' 32 ''.5::' 33 INS LL�R.C.P. (SEE PROFILE FOR D-L.DAD) © 88'S6'28" 45.00' 89.f35' 44.18' 1 _ :'21 3.(:' Cl -5.82' "2--4.1" y 'A - i! - __�1�` yr^ 50 Z1-'S8_i3.G3' 42='sp7 8T 40 uHAN50LE N0.1 PER R.C.F.C.&W.C.D. © 33'1T39" 45.00' 26.15' 73.46' f+45.09 MH 1 40 4+09.51 MH 1 X S'-1587.9' S2-1a87.83' 4 NSTRUCT MANHOLE N0.4 PER R-C.F.C. &W.C.D. =t QD N89'45'30"E 202.74' f j ST. STA. 16+01.58 4D ST. STA 13+3634 STD. DWG.MH 254. '''y��JJJ�� 4+11.34 BC QE 90'00'00" 225Q' 35.34' 22.50' Q INTERSECTION 20'PUBLIC �¢ o �� I it f+42.84"lAT F-1c= 8'PVC SEWER 4+44AA Sp�� C� CONSTRUCT CATCH BASIN N0. 1 PER R.C.F.C.&W.C.D. STD. n pF NO'14'30"W 8.35' 11+52.51 MH 4 B 1+00,00 LAT F-1c1 PER SEWER AND WATER 4. DWG. NO. CB 100. , .._.I....;- _ PLANS FOR TRACT 25476 t583.09 SWR TOP © 43109'05" 45.00' 33.B9' 17,79' I \ i 1+35,67 EC P 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD,PLAN DB9. (H N86'09'32"W 115.86, + 37 40 4+62.39 EC 51 CONSTRUCT INLET TYPE X PER R.C.F.C. &W.C.D. a' Q 9.".,5. 294.00' 46.63' 2136' i 102 ' - 1+10.3 38 39 5+04.26 41 STD. DWG.CB 108. LAT F-1 c 54 SID.�T�M�10 h DETAIL 154 ONRSH27 l5, &W.C.D. QJ N84'45'13"E 113.19' fl A ' 15 3.55 12"WTR.BOP 47 SINGLE HEADWALL is 8 Q 65'00'00" 45.00' 51.05' 28.67' ZZAIL ( - MANHOLE 4 LINE "F-1 n ff 7f 0 2 40 fl0 _12-_';U N. Q N3094'47"w 47.03' uT F- - C SEE SHEET 25 LATERAL F-1c , C C r 1 I_=-6.7T A=45 OC'CG" - f�J b QY /J•6.O5 SCALf: 1"- 40' , j /(� { r'"=�.0' O=3.Gli REVISIONS: PREPARW BY: PREPARED BY: U CTTY LAl1(E ELd101L2-�.�' c-s.19' H NSAKER & AS50C ATES``< , I I < USC AND GS BENCH MARK DISK IN CONCRETE - /,Z,' ,� IRVINE, INC 26112 � I � i R-15/E. 9' .. " '-+57^ MONUMENT STAMPED D 307 1935,1S 36 FT WEST eP°�Essrgl, __-.__..... ...___---_0 EAR-6j__../0 �.. '$T �� ^"^^^^'"-^^^^^^^' S" O- 6 o µuo°cf V PAUL R.HU ALESTON,JR.R.C.E.58020 EXP.6 3Q/06' D INLAND EMPIRE REGIONS �,p. � -oF OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT :� 2A00 AOAMS STREET SUITE A-15 ' DIAL Two WORKING SOUTH OF POWER POLE 19319 CWT. w 3' _�i NRIVERSIDE CA s2s04 rssl�asz-naa STORM DRAIN LINE "F-1", "F-1 G", "F-1 " "F-1 h" ` BEFORE HAYS BEFORE -g N0.5E020 �'°m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH FLANNINC/ENCINEERINC/SURVEYING/GOVERNMENT RELATIONS STA. 20+00-21+17.72 STA. 1+00 95+04.25 to � YOU DIG v0u Oi0 Y Ep.•/.w/Oe SHEETS �n HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. A. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PLAN SHEETS STA. 1+0O-2B+S1.53,� STA. 1+00-3+71.0'� -�< MARK DESCRIPTION BY APPR GATE PARED FOR 6"' TOLL FREE I-900-227-2600 CI"Y AND STATE LAWS.AND A PERMIT CAN 9E ISSUED. : CENTEX HOLIES CG rF V L SCALE: 1"=40' w.D. FOR: �•-'" A PUBLIC SERVICE By °s CAUE Q' -- 1265 CORONA POIN7E COURT =.e. nI c Iv o. z� DESIGNED BY: MATTHEW BUSCH DRAWN 8Y: MATTHEW BUSCH --_"' ,•_5 UNDERGROUND SERVICE ALERT ELEV.1425.76 FT NAVD 68 .. ..._ ___ ___ ____ CORONA,CA 92879 D91 9-254 76 CEN-FX HOQE� Z. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH Awd, A•8i4 ALA CTY ENGINEER RC1# q-- EXP.b DATE: DUNE. 2004 (951)479-9306 ... ...---.. ........---- - - .. _ . .. _ . . 7 . . . --- --- - _ . - -- ...... . . - _ -_- -_- - - - :mmmmmm m -m,m:-mmm+mm mm''+++m.!!Amm m++mm�iir�+ m:mmmm .....mmomm+.::mz.SM- .. THE CONCRETE COVER ON TH INSIDE F T ._.._. .,.._. ..-::._..: -- ---......_..-----.. _ -- ---..._.. .. .. . . . . . . . - ..... . . . . .{::_..: -::. _:..:::.:_ _ mm,mmmm":mm m�-:::m:7'm mm m m m%m::m:mMmm:am-m-m m mmmm;m mmmmmm�mm mmm m mm:mmm-mmmmmm-m+l m mmm m mmm m mmmm mm m mm---m:mMmmmmm mmmm mmmm m_mmM m-mmmm m mm7m mmmm m�m:mmmmmmm mmmm mm m m-m E 0 ALL REINFORCED CONCRE E PIPES .. ._ .. _ --- _ _ ...... .. I . . . . ...------ . . . .. - - - - - - -- -- ... ....._. .. ......... . ... .. --..... _ ... ... .. .MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1 2 OVER THE REINFORCING - - m m m : m : --- -- ----- -m- -m---m-m - - -m-- m -...........---.. . . . . . . . . .. . . .. . . . . . . T : . . . . . . . . . . . -- - _. . ...... .......}.. _ . . . . . . . . . . . . . .WHEN THE DESIGN VELOCTIES EXCEED 20 FEET PER SECOND. THE CONCRETE.... . . .... ..... _... .. . . .. .. ___... _ -- - ----- - I ----- - DESIGN STRENGTH IN THESE REACHES - - - . . .............. �.. .. .. - - - . . _ _ _ _ ___ _ __ - - _ - SHALL BE fc-5,000 PSl FOR VELOCITIES. : - - ... ..... ...-._ ' : _ _ _ _ _ _ _ - _ _ _ mm .. __ .. _ ... .. .._._..L. . : .... : -... .. .1...m :. EXCEEDING 20 FEET PER SECOND,AND fc-S 000 PSI FOR VELOCITIES IXCEEOINC - -- - . . . - _ - - m "" - __ ...__. ...........I mm .. .. , .. _....- :_.__ 30 FEET PER SECOND. - .. : : .. . _ ........ . . ... - ... - - -:--.-. .- --- ----. ... _ _...:. . . .. :....i-._:.._- --- .._..:..._..__._:.. ! :_-.:_-___ . ... ._....... ..._. ._.... ._..... . . . . .. _ . . . . . ... _. . ._.. ... .....I.... . . . . . . . . .. .. .. . .- --:- ---- - -- - . . . . . . _ ..... ... . . . .... . . . . . . . . . . ... . .. : .:.. -- _- . . . _. . .. .... _. _..... . ._ O - : : - - - ....._ ......_ . .. . _ . . . . . ....... . .. . .. . . _._ .. .. a. .. ... .. ... ..... .... ...... .. .. a. .. I _!.. _. . . .. .. . a . .... :..._.. .._ - ...na�. _ _ . . - - -- - - 3rtr oQ0 s:. .. - . PROP-OSED:FINISK SURFACE �. ._..... .. ... : 9- _--_•'____.:._...:.:::..._-:.._... __.....-____ ___.-._.____._..._T_-__ PBOPDSEO_.EIdLSH.SI�RF _._....._...... ....... .r. ..#$. �� _ ^ I_ _ -_______________ __ ---------_m- _ _ ______ -_ _ PRO ® . . ko i DYER STOtN1lH{A1N: - -. . .. ... . .... PAS FIRM SHRF#R OVER STORM' DRAIN �i. . - - - 6F : " . ' . - - m. . ._. . ._. __ .. . .......... .. ... O OD U� i.. - ..........:.....Gf4, -is .... .......:._.: '; :. :: . s .. _ _ �o Ip 's w .. _ ...._.. - mmmm.m .. ..T ...._. .: . _..: n u: Ip oI a. :" _._:_. ._ . . =o o. s i� .: .-.. _ mmmmmmmm cv�, :'.._":' E)(ISTING GROUND'_=:__... �+v,. xV^^ `+ a >Eom -- r EX#STiNG i:RO .a ^ 4 -^ cma +2O f° aW. _- . Lcry. - - #VE_.... ..... - - .i - .._.. ...-- - .... .. : _ _. ... _ . __ ....__ .... . . ... om ........__.. 1 _ _ _ .. o. - ......-_ .. _ . . . . I - ...... .. . . ....... ..:.-- - .. .. .? fAn_ _.... .... ... ..--- ---...... .. ...... -�L W-5.,15 _ _ 75 _ _: --.... 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I .mm��7m_m m mm mmmmm m mm mmmm Tmmm m�mml mm-�_mm_mmmmmm-:m:m,mm m mm mm mmm mm-m mm m�_�m m mmmI m m m-mmmmmmm:m-;mm_m mmm mmm mm Immmm Mm m-mm_m,mm m__:mmmmmm-mmmm mm m:mm-mmmm m mmm mm--m mm mMm mom:mmmm�-m mm_:mm mm mmmm"mm_mm m m_mmmm=*_mm m m_m_mm m-lmm.mmmmmm_m Mm m_'m-mmm mm Ammm m mm--mm mm mmm r mmmmm--.m0 w mmm:::_mmm+mm�mmmm mmm.---_m�-__m mm:mm-.mm mTMmm_m�m-*mm�mm_m m�mMm m::mmmmm mmz M"++m VI�m Lmmmmmmm E mm m m_m+m;m�-:mm7.m7imI�..m mm m-m-mmm E..mmmmmm:-mR mmm m m mmmm 7 m Im m m mm_m-mm �mm mm+ mmmm-+m :m:I_-mm m mmm mmi.Im;z1 m m mmm_mm mmm_m m m mmmmmm m m m_mmm m_m m�mmmm_mmmmmmm-mmm mmmm m mmmm m mmm m mLmm _ _ - .. - _. - ----- ...._ ... .. ........ .. ......1 ...._._..... .... : :..... - - - ----- I - ........__.. i . . . . . .. . . _.. ... .. . .. - _.....-M. - . ..._.._..._ .._ . .... . . . . . . . _ _ .._..-----....._ _..... ...- - - -- - - - ... . . - - - ......_..----......_. ._.... ...__ --- -- ....__.. - ..-. .._.. _......._._.....:- . . . .. . . . . . . . . . . ....._.. . _ : ..:: . ..... .. . ......: . ...._m---..-.._-- . . .. . - - .._. .. } - : f-1 e . , LAT : :F.-1 fi ATERA :- B I bl: :..._ :_- _ :=: --....._ -- -- . ..._. . . .. -- -- - - -- - _ . _ . -- ._... . . ... . . . . - --- ---- -- __ 1 00 2 DO 5+00 4+OD 3+00 2+00 1+00 2+00 , 1+00 f 2+00 3+00 - -4 PROFILE SCALES 44 3 - �._- CONSTRUCTION NOTES 1z- PE waTND , I HOR12:.: R05E PER SEWER AND WATER 1+64.57 MH 4 Bo--INSTALL CONCRETE BULKHEAD PER RCFC&WCD PLANS FOR TRACT 25476 42 5i. STA. 40,g7.24 I STANDARD PLAN NO.M816 VERT.: SACHET LN SEE DETAIL tP HEREON W 12"PVC WATER 31 INSTALL 18"R.C.P.CLASS IV. c Ec C I OK PER SEWER AND WATER LINE'B-1' w PLANS FOR TRACT 25476 32 INSTALL 24"R.C.P. CLASS IV. LINE "F-1" SEE SHT 25 ?_ T -'- - - - SEE PLAN&PROFILE 8-;11" ----- f INTERSECTION 1+09.35 _ 37 34 INSTALL 36 R.C.P. (SEE PROFILE FOR O--LOAD) o n SHEET 29 - ,� OC BC n 34 B m ,+45.17"LAT"F•-1e 1586.4 4 OP I E ILE SHT 34 1+00.OG LAI F-1e1 li 1590.64 12" WTR 80I> I B 40 CONSTRUCT MANHOLE N0.1 PER R.C.F.C.do W.C.O. _ ... _.. #. 2+06.47 3+44i11 EO. INSTALL CONIC. BULKHEAD O STD. DWG.MH 251. -+ - INLET TYPE 51 1+00.00 LAI"F-1e2" fF INTERSECTION p 1+95.44 MH 1 .�� "' m 2 1+47.27 M 1 1 I f+•42.65 LAT F-1f= ST. 5TA. 10+66424Q NO.4 PER R.C.F.C.&W.C.D. 4o I I 1+50.00 LAT'F-111'� CONSTRUCT MANHOLE S7.STq. 15+W3.WB 1 .. .a, .. SON DWG.MH 254. - - 157 1+44.69 MH 1 - +76.70 -�-? I - t+se:Ta 3 ° 40 o 47 a3 CONSTRUCT CATCH BASIN N0.1 PER R.C.F.0 &W.C.D.STD. ••��•• J C 31 _ ST. STA. 16+59,73 - •{u INGLE HEADWALL -lab.14 2 - - - - DWG.N0.CB 100. 1+21.23 BC 1584.50$" SWR TOP 4+9201 �� SEE LE SHT 34 Y CO 4 6 INTERSECTION '�B-1 2_� 1+74.56 EC f+63.33 LINE"B-1" : 0 R,S2 31 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89. :ram- INLET TYPE X 51 CB 2 .STA 16+78.23 w + LA I SE FIL€SHT 34 8 20' PUBLIC SD EASEMENT f.. D 8" PVC SEWER 43 T VT =5.5� !I� m INSTALL CONIC.BULNHEAD(D 51 CONSTRUCT INLET TYPE X PER R.C.F.C. &W.C.D. 1. II a+ 1 4 PER SEWER AND WATER SEE SHE EE SHEET 2_ 1+11.19 fL INTERSECTION STD. DWG.CB 108. - PLANS FOR TRACT 25476 -�1586.00 24 SD TOP 1 1 IAT" -Ib" 42 t8+ 42 Ik 1+75.19.,3C S P C 1590.32 17' WTR BOP . 1+0000 LAT 8-,61 .S7...... .58 :• +00.00 /�' LA 1+00.00 LAT"8-162' -- 47 I 1581.97 E RA L !f B 1_ ff D, 8' PVC SEWER 'I ff NGLE HEADWALL _ T p -•6 59' M PER SEWER ANDWATER E •: 8"PVC SEWER " - PLANS FOR TRACT 25475 :- 20'+UB,JC SD EAS MENT _ S '^ PER SEWER AND WATER \ j1- a L 31 1557777.86 15' SWRBTOOP PLANS FOR TRACT 25476 _ ,}L t+40.57 EC .. 12"'-PY&WA-TER.. B \ . � J7_-=.C' AMBRIDGE ST. 8 LINE D 4+1 3 H 31.. ..._. .. r 32'J 31 K 1 37 F 1+64.57 MH 4 DATA TABLE _ a2 TRACT 25477 ��:' rn _. ST. STA. 40+87.24 / g INTERSECTION p _.I CB 3 0 CB'@@5 01 f8+94.50 LINE ....F-1"=• \7 a BEARING/DELTA RADIUS LENGTH TANGENT 5 \ G `'� A3 STIi. 16+78.2 43 INTERSECTION '. 1+00.00 LAT F-}e A q - AO 5039'48'W 2,.23' © 6115'00" 22.50' 31.91' 19.30' - SEE SHEEP 2 1$ T 156 SE:E SNEEi82 +63.33 LINE"B-1" 1+OO.OD LAI"F-1f 1 ' T F-I f :•' S BQ 90'00'00" 45.00' 70.69' 4500' ® S42-12'29'E 25.92' 0 31 _ L F" 37 M + - b LAT F-1 e E © N89'20'12'W 14.55' NQ 545'14'30'E 28.28' SE FILE SHT 34 I SEE PROFIE SHT 34 --- - ---- ! � �` 12" PVC WATER PER SEWER AND WATER P � PLANS FOR TRACT 25476 1+09.09 BC I I 1 1.-6.3.; A1-45';'C'00" A%=A':'U(J'•UC" . +� 0 Sl8'02'16'E 22.85' 00 N3919'14"E 25.94' 1 - 8p % 1 )i 1+II '•, L1=.,S.S' o r" R� 3+38.94 MH I 17 E$+97.11 MH 4 : Q 1584.99 1 SD BOP Imo; #0 B,_2.00' :32- .5 ct g EQ 14'30'35" 45.00' 11.40' 5-73' © 528'44'42°W 19.05' /" DZ B 2=4.G' 02 ,-"5.63' C2-3.6/' 4p 42 1580.84E SWR TOP \ '.eP = ST.STA 13+89.47 T.STA. 16} 1.56 ! '� R1=1583.96' Z2-•58�.51' gg m Q S32'32'51"E 46.83' © 28-04'42" 45.OD' 22.05' 11.25' I / 16 DETAIL o HEREON 1+09.35 51=1583.'79' S2=15u4.2 G 89.19't2" 45.00' 70.15 44.4'r ® NO'40'00"E 75.60' /` m O /, O INTERSECTION 1590.71 .WoP 155 LJ►T e-�e ,590.7, ,.. wrR BOP DETAIL D -MANHOLE 4 H 31'37'32" 300.00' 165.59' 84.96' S S45'14'30"E 9.09' .:-'""y�:` � 1590.85 1 SD BOP 1B+4 I "-1"= F.- A-75°'��'3C'" r� O O �. 1583.09 8$SWR TOP 1-, pp L(AA pp 1e� I N 1 7 BC. /" H_ Q S89'45'3,'W 30.75 Q N44-45'30"E 9.1E .. �'' 1+00.00 LA�'F-1F' I Q , LAT B-tb r-3.A4' S. - @ -if 91 Q 44'59'59' 45.00' 35.34' 18.64' ff ff I LINE "F-1" I �f ff DETAIL "E"-MANHOLE #4 a_1583a ; _ LATERAL F-1 e LAT F-1 f �� , 20 ''4D aC 120 , D n Q 42'37'46" 45.00' 33.40' 17,56' SEE SHEET 25 LAT B-1 b rd1''J6 by 12-6.05 Sc41_, I' = 40' .i 7'T� REVISIONS: i`" I i I( 7 - PREPARED BY: PREPARED BY: CITY OF LAID:Ed 76 li I. '� 5� < 5 I HUNSAKER & ASSOCIATES `v' I; ' 1 ' . `11 ! USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC Z/ °'� 1 MONUMENT STAMPED 0 307 1935,IS 38 FT WEST q.q° s'O•v lt. _.-----._--. 9 . _. 8TOiilY1 OIRAN PLAN v: """�"""" "" "" m - D NU OD F Y T I-R.H ESTON,JR,R.C.E.58020 OTM9 6j30o6 DA INLAND EMPIRE REGION " TRACT P 70 Or DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT so fc11 2900 ADAMS STREET.SUITE A-15 " Q TWOWORIONG SOUTH OF POWER POLE 19319 CWT. �e� RIVERSIDECA92504 (951)352-720o LINE D", LAT "F-1e LAI F-IT I LAI "B-1b Rg BEFORE GAYS BEFORE ��1 NO.5BD20 `5: PLANNING/LNGINEERING/SURVEYING/COVcRNMFNT RELATIONS 8.� YOU DIG YOU DIG e .e/w/4s A THESE PLAN$HAVE BEEN REVIEWED FOR COMPLIANCE WITH STA. 1+00 TO 2+06.47, STA. 1+00 TO 4+89.37 ;.0 HEIGHT OF LICd1T ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 1+00 TO 1+40.57, STA. 1+00 TO 2+23.72 SHEETS RILL FRF£ 1-a00-227-2a00 NARK DESCRIPTION BY APPR, DATE 17,s CIT'AND STATE LAWS, ANO A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES y^ Y n� - rf rvl d1A SCALE: 1"=40' w.o. rpP' F.e. FILE ND. z A Pueuc sERwcB BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH or c,;Llt 'y/` Q /J / ,/ / -- 1265 CORONA P07NTE COURT _r. ,_ UNDERGROUND SERVICE ALERT ELEV. 1425.76 FT NA 88 ..-.' ` m' ,,I-.•P•'"~.-.m-.M.� ��.-4'-1�"f� '-"- DATE' JUNE, 2004: CORONA CA 92879 0419-25476 CEN7EX HOMES 1. yW CHECKED 8Y: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW W115Ck "NA-56UM CITY ENGINEER RCE*S697S EXP.6 30 09 - (957)479-9306 _. _......_.._.....__....-.. .. - - - . .. - . . --- - - - - - __._.-.. ....__....- .. ...__. ....... .. ....... ...._ .-._.. . ... - ---- r_. __.._ ....._._.... .. . .. ....._... . . . . . .------_._. - . . -- ..._- .......... .'........._ . - THE CONCRETE COVER ON THE INSIDE OF ALL REINfORCEO CONCRETE PIPES..... _....- -.._.. _--.-----.--.-.--..-.-- _ .... i _.__. -._ . -_... _ . ....-.- . . . . . ._.__._.. . . . _ . ' ' . . . . .-_... _ .. _... - .. _ ... . . MUST B€INCREASED 70 PROVIDE A MINIMUM OF 1 1/2 OVER THE REINFORCING �'' _ _ :..: .. .;...... .. ._..i._..----. .. -- - -- .. _ -WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE ._. m """""--"----"-" - . . . .. :' '" - - - -=:' - s .: . . . .. _ . F _ . 1..._- - -..-..... ..... ...-._.._.---..-----_ .._ .. ... . . - _ _ .... _..... ......._.,.._..-_..__.._..._._.. . . . . . ........ ... .. . . . . m _..._. DESIGN STRENGTH IN THESE REACHES SHALL BE f e-5 OOD PSI FOR VELOCITIES.. . . .. " _._ .. . . ...... - .. ...{ K.. ... -'-': m m : - --- - - _..l_:'___._.:._-_..- _ _ - ....... ... .. ._. .._ .. . . . . ._. . . . - ... - - - - . . .. ... . . . .. ....._ . .. . . - .. : : - .. -._-: - : ...:. 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E _ _ _ _ __ ..............._.-_ _-. ._-_. ....._.. ._.__ . ........_...... .. .. ... ._. _. -. ._....__... -......... . . .... . . _ . - ::::�- .� . x7 - -... ..._..._._. ... - T.�._--'-_ - ____- W> .. ..-...... ... n.. 2 9 a .r, _ - ............ .. ._ ....... _ - - .. - ... .__..__-.........__.NIP.. .Z ^. u'I -. .. - ...0...._ - O__... ..Z. W- .. . . .. {-m t ... a •_. . ..:..__...: :_: . .: ..:....__.- - - � _ ..._.o•a� :ac - � -- - .:ci'� ._- - W� _ _ ....... ..._.. . ... �^ . .....�irK"13�f.7r-fps. .. .... o�r-.... .......... .. - _ _ -. _ - : ._._- --. w.n - - .-..:.�..::::...._. .. « - .......::_- ... ._ _ .�.. _. -..... ' - - - _ . - -- - - :m 5.48 fps -.D CONS;214.7E L.F. ::...:::,..�':_•-':'_ :___=;. j.. z...'. .'A`'n` `,`R-of _ .:. : . . . . . - - - r`... _ .. .. as . _ . .. . _ _ . - __-......__-.... 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STD. -�f 2+97.77 BC y /..,;\.. DWG.N0.CB 100. 177 .,r/ _ 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD. PLAN D89. +• 22' PUBLIC SD.FASEMENT 1 5+43.93 MH 1 176 'i . 22'PUB IC SO EASEMENT P ./ / i 3+09.61 I . �_ _--1 �_ _9,_ H 1 40 175 -'` TERAL..C_ p 1571.36 15 SOUR TOP -- _ C 40 4+09.43 M 1 0 �INTERSECTION 174 I R 31 L_ ,. 31 t578 l%- 1 i J4a • - -- - - -- - -- -- - 1+00,00 LLAT ,C I6- 8 S y 0 6+55.53 - a. . . - - _ 158697 T WTR BOP TOP 7+14.93 1 73 8 E 580.46 1 SO TOP .ii "a . - - - - 2 125 . J € PROFILE SH �p 3+29.t5 F �S'TA.112+35.1M 1 BOP - _ G 5+4B.7B EC 157T76 8 SWR TOTOP k"n' p B 1+87.21 EC-- - - -- - -- 33 32 1583fi4 2a SD LTOT SEE SHEEP' V.4f 1'1.2 C H z-�t, 33 ..1+51.45 BC - .. 33 - _ 74+39.03 EC / 3+00.36 :. fL CO 12 o z 7 `� - ! ..4 1 C - .�� IEa N - J 32 6+48.51 PRC 1 7g 94 RWf BOP / S.S 12+32.00 43 g ' 4+848 BC ---Im N K '+41.73 � g9 1�78.94.18.. 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I ( I. ` I "+ SEE PRO IL SHT 34 1 % 6+7..11 LOT X E 1 /f a INTERSECTION M >y �1 }, 178 Q CB�J20 I 7+49.80 LINE"c-1"= ; DATA TABLE LINE C-2 DATA TABLE � I ._ .. 43 S V- 0' f' 1+00.00 LAr c-1d k•,f`+ - ``� `\ SEE SHEEP 2 �� A`+sr BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT V "� --~.iz . y� ''• 8" PVC WATER L 31 ® N5'27'20'W 52.23' �J 12'S4'33' 4D3.00' 90.80' 45.59' 1- 7+52.39 MH 1 7+69.17 `C^�) _ - - - PER SEWER AND WATER ti< 40 + 158D 56 SWR TOP B 18-37'25" 110.00' 35.75' 18.04' K 51-35'37" 45.06 40.52' 21. 0v PLANS FOR TRACT 25476 a �'�158fi.43 18" SO BOP- 1 LATERAL"C-1i" © N13.10'05-E 224.05' © N80.16'25"E 49,52' j 'i7 6"PVC SEWER N 11 + r O Q N77'S6'47-E 11.69' ." I PLANSEFOR TRACw 25476 SEE PRO LE SHT 34 i 205 D 1021'52" 45.06 8,14' 4,08' �1 18D CB/fI19 1' CB 18 E N23'31'57"E 50.58' N 43'12'00' 45.00' 33.93' 17.82'/."`'�I 179 43 SWT.7STA.g1,p+p54.83 Sfi. gg 43 ''ij� - .. SEE'SHEET 2 i�,' SEE SHEEP 2 18'91'08" 45.00' 14.68' 7.46' �0 N68106'04"W 179.77' go »/'� I� IMPERIAL ST. Q N42-13'05"E 40.33' © 13'42'15" 45.00' 10-76P Ae. LINE C- I QH 26-26*49" 45.00' 20,77' 10.5T ( S54'25'49"E 45,83 0 20 40 so 120 160 . r`� n QI N15.46'16-E 61.95' ® S5'32.00I i% W)6 6 V 1.2-4•D SCALE: 1"- 40' o $I X g f`� REVISIONS: •. --'S f _� : - PRPARE D BY: PREPARED BY: PE] CRY OF LANE�d101E _ -� T- .d 'I USC AND CS BENCH MARK DISK IN CONCRETE HiJNSAKER h ASSOCIATES Ly I R II �; `l, :" c /o IRVINE, INC $TQM DFUM PLAN 28 8� MONUMENT STAMPED D 307 1935,IS 38 FT WEST OPpiESSI -..____.. GI.. 2%/20 . . __ 9 HUDDLE 4 1 ¢AUL R.HU STON,JR.R.0 720 EXP. 6/30/Q6 DATE INLAND EMPIRE REGION TRACT N0.26476 OF 1.°'2 ,meµ OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �' �- ytI] % 2900 AO CA STREET,SUITE -72 " >`� DIAL TWO WOiK11G SOUTH OF POWER POLE 19319 CWT. w�' ° RIVERSIDE CA 9250a (s51)352-7200 LINE "C-1" & LINE C-2" "" BEFORE DAYS DEFORE N0.56020 '` PLANNING/ENONfEAINC/SURVEYING/GOVERNMENT RELATIONS 36 STA. 0+99.20 TO STA. 7t88.55 11( THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH g^ YOU DEG Val 1Xc HEIGHT OF LIGHT ABOVE STATION MARK t METER. � c7uo/os THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS n TOLE FREE i-000-227-2A00 MARK DESCRIPTION BY APPR. DATE 'IE•"� r•A C TY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: CENTEX HOMES STA.1+O0 TO STA. 3+3fi.36 - oy 1 jf IY'� dp? SCALE: 1°=4O' WO- FOR: F.B. ]FILE NO. -- y A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH Dr�pt1f may.,// / / e� -- 1265 CORONA POINIE COURT _,i UNDERGROUND SERMCE ALERT ELEV. 1425+76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH ....--- L Ey--- -- 2/---- DATE: JUNE, 2004: CORONA,CA 9287E C519-25a'S CENTER HOMES -x KEN A SEUMALO CIFY ENGINEER RCE 569i5 EXP.6 30 07 {951 479-9306 __.. . ...- _ . . _.. . _-... ..-. . .. . .M.!! .. . ... . ----- - '- - - - - . -_ - _. . . _ _ -- -- _ THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES . . . . . : . . . . .. '" - _ r_77 . . .. MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2"OVER THE REINFORCING: . '.' .:..._ . . -� " ' ._ ' . ., - "" - , - i -_ .. . .. .._ ... ... _.. .. .. ... _ -THETHE SECOND. CONCRETE -. 3 . . . . . .. . . . . . ... _ DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5 000 PSI FOR VELOCITIES ! ...-_.._... ....::.._:_..:.._. 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IV3 '[ .. ._ 1+00 2+00 3+00 1+0 PROFILE SCALES +00 3+00 4+00 5+00 6+00 OONSTRUOOH NOTES HORIZ,: 1"= 40' 31/'� INSTALL 10'R.C.P. CLASS IV. I VERT.: 1== 4' o--INSTALL 35'R.C.P. (SEE PROFILE FOR D-LOAD) ([1NTERSECTION 2+82.77 LINE"B-1 GALLICA ST. Q 1NIERSECAON 1+00.00 LAT B-1c , 35 INSTALL 42'R.C.P. (SEE PROFILE FOR D-LOAD) q J.16 I `221 !220 219 ,21 A 215 Cy CS . 9 214 I � t +00,06� � �INSTALL 45'R.C.P. (SEE PROFILE FOR D-•LOAD) 1+2.B LINE"B-1,�/� _ - -- f 21 21 6 43 Si. 9+82 1594.t1 1 SO TOP 1.. -00 LAT B-IuA& S INTERSECTION SEE V=10.33' 1595.11 6" RWf BOP 37 CONSTRUCT HEADWALL PER CAL-TRANS SM,PLAN 090, 48' PUBLIC 7+82.7a iiNE"B-1"= SEE SHEET 2 LOT W �' 31 , _-- _�-- _- CB 14 ®--CONSTRUCT MANHOLE NO.1 PER R.C.F.C. &W.C.O. _ I+00-00;IAT B-1c, BC 6+06.61 EC yD EASMENT A= - _ K . i +8 STD. DWG.MH 251- SEf g lLE SHT 34 I �'-'• .-_-' T p : 5+82.90 MH 1 W.V=S.01' 43 1+00:00 I r .CSrA 140+73 8 INTERSECTION 02` A LA 1 U-�C. 2+85.fi2 MH 4 20"PVC WATER 405i.ST-35+04.08 31 I -- EE ST ET 2 42 CONSTRUCT MANHOLE NO.4 PER R.C.F.C. &W.C.D. 37 ._ 43 +'IT I CTION "= F.STA, 39+62.68 42 PER SEWER ANS'WAFER STD. DWG.MH 254. EpDWALL - =T V=5.34' PLANS FOR TRACT 25476 j INTERSECTION A EET 2 1+OC.OLj LAT 8-1c,BC I--- . .""- ' 1•F15.78 EE' -. .83 lAT"B-1d=. _ _..._._ &-CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C.&W.C.D. STD. ._._. ,..: DWG. NO.CB 100- ^OT99S1-5-M 8A-001- __ ..: .' _ __ ___ .__ "-''7+00.00 UT'B-1c -.... L07 FF 1+26.48. ! �.4 20'PVC WATER P 2+55.52 MH 4 -' \` D7 �. ,;,c . . ...._-_ 546 BC" . .. -... a-CONSTRUCT INLET TYPE X PER R.C.F.C. &W.C_0. . AO • _ .. .. CS 108 PLANS FOR TRACT 25476 S A. 39+62.68 92 \ U - _ 1 51.17 LINE"_ :I .... J .. SEE,C�ETNL F' HEREON 2+82.52 QL MH,�4 r - - .a^.... - - ----- 5+04.67 RC _ I 51 53 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.F.C.& 1+51.17 LINE"B-1'=1 t .. ......... . ... ....... ... _& qp � ..... �31 -.. � J 1+00.00 LAT B 1b 1, 1+97.88 EC LOT FF _ U - _ = W.C.D.STD.DwG. JS 229. --- __ t t „- 1-- m - O ! ;., SEE PROFILE SHT 34, :_.. A _ x--m DETAIL "F" - MANHOLE 4 co '"�"� - .5,.'.�_ f G 20'PVC WATER PERT C --t ... m - RIVERSIDE ST. .. ... ...... .. ,., 1594.79 6" RWT BOP- .. ... LAT SEYfER AND WATER _ - J�' • C W * - _ 4. PLANS FOR TRACT 25476 B 35 D 34 _ ' L. Q W _ 4' W N -A V vp _ .. ._.... _.._................... ... _ y ' s 1581.QT 4 sD :RIVERSIDE ST I�N SAT a-� 4~ � _ I - , p 2+fi7.006C W J ---� --- ________ ____________J=��=: -- ___ __:,.W_= =c r^ 158994 26 WIR BOP I H J _ ke CITY OF Q ...=6.0%' A=4';'78.30• �' I A0 16"PVC SEWER +02.83 MN 1 .v J �,c PER SEWER AND WATER .STA. 35+62.72 1596.17 20"-WfR BOP 1+53.65 M 4 I �LA�TERAL B- 31 LAKE ELSINORE 3t37.fi9 EC �1=3.C' 9=1,50� A 0 40 1593.34 1 SD_TOP ; '` '�Ffi-40�8-T.Y4- ': SEE SH 27 -- ___ ;77-3.`.:' �.=6-22 �'I PLANS FOR TRACT 25476 z �__- R-1585.50, .'. -, - 166 PVC SEWER PER s 158-;, 54 LATE "B ,re p . . 3+18.07 - 'E PLANS FOR TRACT 25476 - LATERAL -1 Ci SQ _. `` r?i C ` ` Z i � � RAND WATER � +t; V Y os ISii:°s 15 SD Bop [RI uc sD DATA TABLE r DATA TABLE �� x - "'h 3+35.fi9 i�r . MENT BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT c .12 1588.72 7 5p TOP .j r NTY OF 11 ;•+ 15R9.72 C AWf 8 r RSmE ® NO'40'OD"E 26.48' © N69'45'30"E 368.90' •- . -;' i ,. r 'D51 © 90-54'30" 45.00' 71.40' 45.72'QH 45'00'00" 45.00' 35.34' 1E.64' > TY'rX�) 2 7 3 ti i:', I !__ ' ODIFIED SIZE) © N89'45'30"E 59.13, 0 N44'45'30"E 26,04' i AMBRIOGE ST. D q OD 9000'00" 45.00' 70.fi9' 45,00' Qj t03'16'36' 22.50' 40.57' 2E.44' TRACT 25477 LINE i!B I f' 0E NO`I4'3V'W 29-01' (F N52'05'50"E 37.27' C. 20 c0 BO 120 160 i ry (Z 20'04'15" 45.00' 15.76' 7.96' C" IV,% Y ! -G- SCALE: 1"=40' c. x� S^ '?� E : REVISIONS: ` PRII)ARED BY: PREPARED BY: CRY OF LAKE d.1N1G1E iz T /� / HUNSAKER & ASSOCIATES 29 Z<; l . V , USC AND CS BENCH MARK DISK IN CONCRETE (� 4' "" -,,,,..,,.,..,,,,.,._,�. MONUMENT STAMPED D 307 1935,IS 3B FT WEST �RovLssrgl, _ 4-----_-_-. __ !_l•. IRVINE, INC $TQF3M pR/W 1�L/1�J __ ^^ o µuoDcp 4 AULIL R.HUDO ON,JR. R.C.E.58020 EXP.6 30 0B DA INLAND EMPIRE REGION OF CEN7ERUNE CALVFORNIA HIGHWAY 74,33 FT e Q s eV1 j / 2900 ROAMS StREET,SURE A-15A� �� OF a^ DIAL two WORKING SOUTH OF POWER POLE 19319 CWT. �'cl� RIVERSIDE CA 925W (951)352-72D0 LINE B-1" 8c LAT B-1 c" BEFORE GAYS BEFORE i N0.58020 m PUNNING/ENONEERINC/SURVEYING/COVFBNNENT RELATIONS STA. 1+00 TO STA. 3+64.45 & $� YOU OIG YOU OK: Es 9%7D� x THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. °w` THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 1+00 TO STA, 6+06.61 SHEETS NARK DESCRIPTION BY APPR. DATE . PLAN SHEETS I PREPARED FOR: CENTER HOMES ?,ti' TOLL THEE t-a00-227-2600 c CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. nN �F, , T '� SCALE: 1"=40'--,..! 1265 CORONA POINTS COURT W.O. FOR: B. 'ILE NO. �,� a PUBUC SERVICE 8Y DESIGNED BY: MATTHEW BUSCH ORpWN BY: MATTHEW BUSCH c.L`- �,� r5'O!• _ CORONA.CA 92879 // UNDERCROIJND SERVICE ALERT Y 0919-25476 CENTEX HOMF 1 b, ELEV.1425.76 FT NAVO 88 CHECKED BY: PAUL HUODLESTON PROJECT MANAGER: MATTHEW BUSCH ........p,...� �'level ITVENGINEER !6 p - DATE: JUKE, 2004� OgO).CA 9 06 'r --- - - - ---- -...._.-....... ----- --'--- -- - . .. . .... . . .. - - --- - - -- ... _ : . THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES - - 1 - - - ._...._..-. _-. i.-_.._____..-. . . . . - . . . - . _ _ . _- _ _ - .. -- ...-..._._...._..-._.-_.... . - - ._. i ...-..... .. - ...-- '- -. ..-'----- -. .------- . . ---'--- -- - - - - MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 OVER THE REINFORCING " '-_...___.. . . . . . . : ? i "' . ' . . .._._...__..._.._.. .. .. .. _._.._..._..-...-._.-_ ,:.: .. --__ . . . . .._..---_. .._.:---.._..-_.. : . . . . . . . - . . . . ..`.. . . ..;. .._. - .._.._-_ ......._.--_.. .-.. .. . . . . : . . : .. .. - ... - -- :__ - - -- .. ..- --... _.._._ _ ..- ...-.._-- . .._... _ .. .: - - - - .. 1 - WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE ... .- _.. ...... ....... . . ...._ ... _ _ .... .e. .. . .. .. . . . . . . - ___.. ...................... .-.-.-__._ __.-.. _. _...- .._..-.. .-. . _-' __.: '-. .. . ....... ... ._..._ .- .._._..-_. _ -...._.__ ..- -.. . . . , -. - ..z :..:.-_. : . . - - _ :UES[GN STRENGTH IN THESE REACHES SHALL BE fC=5000 PSI FOR VELOCITIES... .. ......_- _.... .__.... ..... . . . .. ( . ... _ : .:... :. -:'4.......__......_-:. - _. ..__... .... .. ... ....... ........ .. . ..-.. .. . - - --- -- - ---- _ -EXCEEDING 20 FEET PER SECOND,AND f c=6.000 PSI FOR VELOCITIES EXC€EQING _. .. ... : -_.-.-..._ I-..: . .. . . . . . . . _ . .. .. - - �-�� - -' .. .._._. ...._..- '__-._. .._.-_.... .. 1 . .. ... . . .- .: - .. - - - _...- ..._. --- - - - - .. .. ....._. .. .. ....._. ._ ._.. ..-.__..... ... .. .... ._ - .. . - - - . .: :.. : .. _.. 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OLLAR J6 VERT.: 1== 4' 34 INSTALL 36"R.C.P.(SEE PROFILE FOR D-LOAD) l PROFILE HEREON WEIR INLET 54 MODIFIED SIZE? h EitY.=f58RJOJ Z �I `� 223 INSTALL 42"R.C.P.(SEE PROFILE FOR D-LOAD) 8EIR MX 4.J95W),:� 51 6+47.58 INLET TYPE X =8.52' � / \ LOT W . „ ELf58f.60 r - -- 54 MODIFIED-HEADWALL 36 INSTALL 48"R.C.P.(SEE PROFILE FOR 0-LOAD) ..:. 3+23.04 F B 31 SEE RLSE HERE _ 3-rr� ` m GLE HEADW SEE DETAIL AT CONSTRUCT HEADWALL COLLAR PER R.C.F.C. &W.C.O. 3T / _ - RfST:R MtE(5 r 31�H A� 47 LEFT 1 J 3� _ 5 T ALL PER CAL TRANS STO PLAN D90 �� ..16"-PVC SEWER 42 +�'� PROFILE HEREON � � STD.CONSTRUCT M BOTE .. ._15BB.0 .4 SO BOP SEE OETAIB$Ff HER -"�,/ ' .1579.07.8 SOUR-TOP P..ER':�EWER AND WATER \ \ -- - PUBLIC SD EASEMENT DETAIL HEADWALL PER CAL-TRANS SM.PLAN D86 . � PLAANS FOR TRACT 25476. HERE ,.16ptyw \ \s CA �-.�... .. _ ... _ k P jr�g6 .. AIL 4 SHEET 35 1 f� CB 1 . �: .�.�_ -__ ,.,. __ � :__- / E 94 S16E l4EW ST. M .W�, I u i'� _ ' ' 1 YR /'' 41 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C. & W.C.D. �,,r .... :..__._. / SE - DWG.'�--7 r - • 37 : - u WEIR INLET ...' �� , 2+1525 NH 2 1+00.00 FAT 2b 6+02.58 (f0.7fi751 X f.6971Mf �- - \ 42 SiL, DWG. MA254. HOLE N0. 4 PER R.C.F.C. & W.C.Q. ST.STA.43+34-71 41 1+00.00[AT"8-2c" D 5 ,7 0866 -_"_ "_-- ' �� W MH 54 BASIN NO 1 PER R.C.F.C. &�� 2+12.91 EC ..RNER'SID� ST. -_55 .19 2 -- �- R BOP __. '- - W.C.D.STD. ... .. --.__. - .-_. .... ...--_..-.. .- ._ .. ...-._.___. . - Srk_ 4.988' ' TOP �"..' DWG.NO.CCB 00 1_8f 4 I. 5+ �_ \ \, 43 593.0} WTR BOP - 1 .10 3 SD-801s (3f_1py"RISDp ;� --__,._;--y /- �, 47 CONSTRUCT SINGLE HEADWALL L'ER CAL-TRANS STD.PLAN DB9. ti �/r B . - _- -- _ _ __- - , - .___- - 158 .32 Ill 5' SOUR 70P �I"r f ID HOLES OPEN TOP / '-T I 1+66.90 BC S+33.89 BC (SEE Df1A11 54 ON SHT J5) LOT W / S1 CONSTRUCT INLET TYPE X PER R.C.F.C.&W.C.D. _ _ _ _ _ .�- G '� f I N E "B 4� L!f 99 / SILT. DWG.CB 100. 8 s."'.:.�-��_-,:.-. ._ ______:.�.".-s-:-_- ._.__._ ----r.- �.«.- ,.._C-.... - - - _____ WDR- (8.508'W X 4.J9510 WEIR MIT ' Y .. . L_g527 (r°.7675'L X 7.697'H) II NE E &DETAIL 54 ON 35. �_ _� . ^ 6+26.08 MH 4 1 __ - __ __ .. .... .. -- 5+56.12 M 4 42 LOT FF / LOT GG LOT GG T- 1W 42 D1 ... _. / 4 . .. . _.. I. \\ _._....._.._.... ..... WALL THICKNESS WEIR INL1T ST.STA,46+74.6 D1 INTERSECTION 1+72.35 40."is VC WATER IMERSECTION Q f 12' (8.508'W X 4.395'H) DATA TABLE ff��INTERSECTION 1 6+23.37 LINE"B-2"= �E A 1585.65 4 SO TOP I "' PER SEWER AND WATER '5+53.89 LINE 'B-2"= OS O-' S+5389 LINE"B-2"- _ B1 - ° .. ' EL=1586.00 TOP (2)-L�E1R5(f FA.SU) - . - 1+0000 LAT 8 2b2b 1590.99 2 WIR BOP PLANS FOR TRACT 25476 1+OQ.00 LAT"6-2a BEARING/DELTA RADIUS LENGTH TANGENT L,AT 9 ZO •8_2e' o ----/- / ')MEMORIAL I (f°.)s75z x f.69rN) 1+oo.oD LAr B-zD 74'42" " 249 w DA N31'10'30"W 66.90' =J0'' / ` `v\ s a 1.246' tii�8508' ELEV.=`584.J0J E=2.^O ` \ �� x 8ti _-_-_�_ ,/ %} 222 A. 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"-` °''"1� RIVERSIDE CA 82504 (9sl)as2-7zoo LINE "B-2 LINE B-4", LINE "B-5" BEFORE DAYS BEFORE -M H0.5002o �'z PLANNING/ENGINEERING/511RVEMNG/GOVERNMENT RELATIONS o� YOU qO e:w.a/ao/9a 'HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH STA. 1+00-STA. +45.33, STA. 1+00-STA. 1+56.65 iW YOU 0YG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s 'TiE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS �,:h MARK DESCRIPTION BY FPR. DATE ea / PLAN SHEETS STA. t+00 - STA. 1+42.53 TOLL FREE 1-NO-227-26Oo sy 21TY AND STATE L W5,AND A PERMIT CAN BE ISSUED. PREPARED FOR: CENTEX HOMES ' . ��oe'ylL Tea / SCALE 1265 CORONA POINTE COURT W.O. FOR: F.B. FILE NO. Lj a A PUBLIC SERVICE Rv DESIGNEQ BY: MATTHEW l3<15CH DRAWN BY: MATTHEW BUSCN c��t .,� UNDERGROUND SERVICE ALERT ELEV.1425.76 FT NAVQ 8B CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH --- -_..--_..._.-. _._..__.q_._L - -- DATE: JUNE, 2004 CORONA,CA 92879 0919-25476 CEN TEX HOMES KEN A S CITY ENGINEER R 7 (951)479-930fi m _..._..._ - - .. .. _ _ .... - -- - --- ......._.... .. _... ........ ... -- - _-...:.. ............ ... _.. - THE CONCRETE COVER ON THE INSIDE F ALL '" '7 : ._. .... .......:_..__.. . .. _ _ _ -. _. - - tt 0 L�REINFORCED CONCRETE PIPES.:...: . - . . . ... . ::..:.--.-.:.: . . . . . . - 1.. _ _. _ - .. .. .. ... .. .... .. .. ' ' . . ... . .. .. - - - _ .. --. ... MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2 OVER THE REINFORCING. - """' '..' ' :: .._._.__....I ...". ' ' ' '- ' I + ` -'- - -' .. ' i - ' ' I ' ' - ._... ; I.... - - ---: . ....._._.... .. ._..... ... ..: : .. .. . . .. - - WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. 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STA 50+65.06 E 5+34.00 6C 0 N89'45'31'E 270.08' INSTALL 30"RCP.(SEE PROFILE FOR D-LOAD) SEE PROFILE SHT 30 PER SEWER AND WATER C 8854'50" 45.00' 69.83' 44-10' PLANS FOR TRACT 25476 +SS�IATaB 2• 17.62 EC 40 CONSTRUCT MANHOLENO. 1 PER R.C.F.0 &W.C.D. 1 ----r- °' QD N030'41"E 16.46' STD.DWG. 1 LATERAL"B-2h" 1 q INTERSECTION 1+DD.DD LAT e-2.ea I LATERAL"B-2 MH 25. A� 46 I 1+94.30 LAT"B-2a= "PVC SEWER g INTERSECTION - "31 QE 31'20'37' 45.00' 24.62' 12.62' �-CONSTRUCT CATCH BASIN N0. 1 PER R.GF.C. &W.C.D.STD. SEE PROFILE SM JO 1+00.00'LAT B-2a!" PER SEWER AND WATER $+01.40 LAT'.B-2°_ SEE PROFILE HEREON /D1 DWG N0. CB I— ECTION 6+26.08[Vol PLANS FOR TRACT 25476 . ` f�yy ID, 21'48"02" 45.00' 17.12- 8.57' SEE DETAIL"ate S"m .... . .. --------"�_.__ 5+00.00_LAT --_ 3p I S+01 40S LAT B 2 STD DWG-CONSTRUCT INLET CB 108.TYPE X PER R.C.F.C.&W.C.D. ¢INTERSECTION _ 1 LE9.36 51 2a - G 894531 39.51 6423.37 LINE"B-7'= ...- .. I ..._._. : " .IN TYPE X - "31 1+00.00 LAT B- 'i OH N62'16'20"E 45.00' 148.91' 27.18' S2 So----CONSTRUCT TRANSITION STRUCTURE N0.3 PER R.C.F.C. & D . x --- - --' -- 5+01.40 T.S-3-' SEE PROFILE HER£0 / 1+00.00 LAT 13 C. "' 1+98.55 MH 1 r� - W.C.D.STD. DWG.TS 303. 1+00.00 LAT"8-2c' 1 40 SEE DETAIL . EXIST. - - •! 5+5fi.12 MH 4 _.!._.: 5T.STA 47+68.82 '-- - . -- HEREON.._............._.. . .. .. . 1 ;- -- J ST. STA.46t74.6 ' A 1+19.93 F'1 RIVERSIDE ST. 33 C G 31 a' SEE DETAIL G" - - ---._.. ... . _..._-_--- m� - --- ----- - - ---.,....__.... -..__. 0 N45"14'29"E 34.04' � �, SHEET 30 LAT B--26 O� m - - - H S V 61 R M _ �, CV 33 --- 33 B F_ ___ 2+56.63__BC 2+85.44 D2 I L_Ad ... -- ---- - -- --....--- '. cn W - .. .. a,. 18 S.D 1595.fl TOP F6- r 5 .. I __ __ 12' WTR. 95.119 BOP DETAIL I TRANSITION STRUCTURE �3 +•� LOT MM -- __ - s+98.79 +LOT MW. LAT B-2a3 F Z W �CB!!21 INTERSECTION---- 1588.85 3 SO BOP "� IN W ST.STII.47+ 12"PVC WATER ,V+64.91 LAT°8-2d= 1583.94 SWR TOP 3+Q5.54 EC `` S's 1+53.89 LINE"B-2"= - W=7'V=8.0-3 43 PER SEWER AND WATER v PLANS FOR TRACT 254761+OOA0 LAT B-2a ,BC 4+92.19 CB�I22 ` ` z k'1� 1+00.00 LAT`B-2a,BC SEE SHEET 2 1591,41 3 So TpP A. 52+36.59 v 4+67.24 MH 1 1595.2I 12"WTR HOP 43 W- �� -, LATERAL"Rf1a1' 40 14'V=B.DD' 4" 1+09.26 m A=45 31 K ST. STA.50+38.71 SEE SHEET 3 :=:�-7,• A-S- .5'.. 1588.93 SD TOP SEE PROFILE SHT 34 1+17.1 EC 1+20.85 1-2 1.' �-1'.rJ' (�J 1592.28 ZIY'WFR BOP i0 250 251 252 1590.87 1 SO TOP ::7-7,;;' ^-�.8/ L IJ 253 254 1595.16 I2 WTR BOP 290 589-L8' 1588.18 SD BOP LATERAL "B-2a" LATERAL "B-2a2" 1580.77 SWR TOP 1+69.36 1589.23 SO TOP l590:76 RWT BOP 0 20 40 80 120 160 -�Ir >. 7l T •6•as SCALE: 1" = 40' li ,� ✓(� REVISIONS: - PRI'PARED BY: PREPARED BY: CITY OF LAKE A�� l� i� d HUNSAKER EI ASSOCIATES /�y .c `l!. i; USC AND GS BENCH MARK DISK IN CONCRETE - �� IRVINE, INC T//�� E�� ..uu 3 ,,.,,,...,,..,.,,,.„,,,, MONUMENT STAMPED 0 307 1935,IS 38 FT WEST Qp0f cs61aA• _ ! ® {VfMI f OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT Pica 0 PAUL R.HUD STON.JR.R.C.E.58020 EXP.8/30 06 DATE INLANDMEMTPIRESUITE REGI-ON TRACT W �� pF DIAL MWORKING SOUTH OF POWER POLE 19319 CWT. �� •1 R:-RSIDE CA 925D4(951)352-72DO LAT OF LAT I3-2o2", LAT "B-2a3" Rg36BEFORE DAYS BEFORE ND.55020 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITry PLANNING/ENdNEERINC/SUR4E11NG/GOVERNMENT gELApp15 STA. 1+00-�+58.70, STA. 1+00-3+05.54 YOU DIG YOU DO /hW nr.6136/06 / PLAN SHEETS STA. 1+00-1+44.70 SHEETS i� HflGHT OF LIGHT ABOVE STATION MARK 1 METER. �� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR pp pqT; CENTEX HOME$ -.n MARK DESSXiIPTION BY APPR. DATE •^ -.._� TOLL FREE 1-800-227-2600 I1 i CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. o / ° �� SCALE: 1°=40' �Wo FOR: ;.r. °.• 1f 1265 CORONA POINTE COURT F.B. FILE N0. c> A PUBUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH cA Y= UN SERVICE ALERT ,2(/a lOr CORONA, CA 92879 0919-25476 CENTEX HOMES ELEV. 1425.76 FT NAVD 88 CHECXED BY: PAVE HUOOLESTON PROJECT MANAGER: MATTHEW BUSCH ------- . -. -- .------ --------. ----- - - DATE: JUNE, 20041 x I/.FiN A•SEAIMA40 1/S (951)479-9306 i n - - --..-_...- . . .. . .. - -- .. .- - - ---- - ..•--....__... .....- -. . - . _..... __ ... ... _...... _. . : i - = - _ _ THE CONCRETE COVER ON THE INSIDE OF P ..._...__ _..... .... ...._.. .: _ . . . _ .. __ - - .... ALL REINFORCED CONCRETE PIPES .. .... ... .. ... .... :. .._..... ._... . . . . .._.. . . .. ... - '' _ - - .... .. . ...----_..........--.. _ .._ .. --- - - - - -- . .. ...._.... ...........i _ . .. . _.. . . - - - - : _ .... - _ ..:. ... i. : . MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1 2 OVER THE REINFORCING. ...-' - I '-----..." .. .. I _ - - - - - ..{:' -- _- _ ..-- - ---- ' s::.::.. ;--- ._.._... _ _ - - ....- - / i ._._.._..._..._...._._...._.... . _ . ... ....... - - -- - - - - - - . . . . ... ....._. ._..._..-..... . . .. . . - - -..--- _ _ - -- - _ -'- - --- ._.._ ... ... _.. .. .. _.._...._ f .. .. .. - _.._...... .. WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE . .._..I_ .. .._._.._.. ....... .. . . . .. . . . . . . . .. . . .._. - -- - ". __ _i.._.'. -- ... .. . . . . . . . I. -...__.._ .. _......___.. ..._..__ -- __-__.... ... ... .. _..-.. DESIGN STRENGTH IN THESE REACHES SHALL BE fC=5 000 PSI FOR VELOCITIES ...-- ---------r" . . . .... .. . ..... .... . r -- - -- - - .. - _--_--""-- -"-- - _ _ .. ...-..._.._....... ... . . . ._ .. .. . . ... _ -- -- * _ _ �... _ --- -- .: ..EXCEEDING 20 FEET PER SECOND AND f c=6 000 PSI FOR VELOCITIES EXCEEDING --- ' "i.'.:.-" -.. __- -_-- . . .-_. _.-...... .. .. .. • .. .. .. . t .. .. _ . .... ... .... ..... .._.... . .-.. .. . ....._.. .. - --- - - - .. -- r ---------. :... .. - - - - - .... .. .... .. r .......... ..... .. .. -.:--- - _.i - _ T _ .. - -- - ....-. 30 FEET PER SECOND. . . .............. .. : . .- . : E : ° t. : . . .... 3 - . . . . . . . . - . -'.-' ....._ i..._...._........ .._ - - I" - _. . ._ . . :_... . . . .. . . . . .... ........ _.. ....._..... - ... : . . _:. - . . . . . . - _ _._ ..... _.. . : - _ - _. _ .. ....._ ... ...._ .. 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SEE PROFILE FOR D-LOAD SEE SHEET 3 E 34' I+ 44 - _ ` Q 1587.82 ROUT TOP ATERAL" - ' "-�--_ 5+84.05 z 36 INSTALL 48"R.C.P. SEE PROFILE FOR p-LOAD Q _ / �Y \'4[i_ \ ( ) A N76'23'59'E 129.72' 31 -51 20'2 ' ! � = 1585.85 3 SD 70P L ~��' '�`}. 37 CONSTRUCT HEADWALL PER CAL-TRANS STD.PLAN 090. Q 80'32'44' 45.00' 63.26' 38.13' SEE PROFILE SHT 35 7 1567.63 12' WTR BOP _ R M ` bIEMO#t+IkL ST: °';". . 243 4D CONSTRUCT MANHOLE N0. 1 PER R.C.F.C.&W.GO. Q 2'59'44" 302.00' 15.79' 7.90' . P (.. STD.DWG.MH 251. 3+05.77 EC `'. _ - .?,. ,.t �` \'1 l\\ `a° Q N24-03'02'V 87.16' 2+92.98 PRC C -__-__._.._. .-. T._.._--_.- __ - �.z. •. %..1 41 CONSTRUCT MANHOLE NO.2 PER R.C.F.C. &W.C.D. E 4826'14" 348.00' 282.05' 149.29' I 2+Bt1.42 --.._..- - - - - _ " "'- i� 12'PVC WATER Y ��, ` O\,-5/_ �31 S70 OWG MH 252 Q i_�,�_a_ - "•� PER SEWER AND WATER L SE PR ILE$Ki 34 q2 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C. &W.C.D. 0 522'23'12"W 151.27' - c.. - t--.-ems _ '.�64.53 3 SD TOP � '--' '. � 242 - 1586.80 12' WTR BOFL- : PLANS FOR TRACT 25476 -... 3+95.93 BC 12"PVC WATER -_ a _ CB p28 SM. DWG MH 254 '- �� Q 6'11'33' 5D2.DD' S4.26' 27.15• ---- 'PER SEWER AND WATER 12+57.49 BC ;� •STrL 12 50.7 43 43 CONSTRUCT CATCH BASIN N0. 1 PER R.C.F.C.& W.C.O. STD. ' _ , _ �,. ~1i+74X3' •C � -T V=.3' �H N76'it'39'E 74.99' 34 D T + 43 PLANS FOR TRACT 25476 SEE SHEEP 3 DWG. N0. CB 100. w�,.. 8"PVC SEWER �, 31 I B3'a8'27' 45.00' 65.62' 40.38" �* INTERSECTION A'=7'V-8.00' \ •'\.. PER SEWER AND WATER nA 4p 12+55.65 MH 1 - 52 CONSTRUCT TRANSITION STRUCTURE NO,3 PER R.C.F.C.& 0 `'' B L+72.34 LINE"B-3'- SEE SHEET 3 - 1, � -.. PLANS FOR TRACT 25476 57, ST , 16+81.33 11'_24-7(i-__ W.C.D. STD. DWG. TS 3D3. 2+29.72 8 O QJ N67'35'48"W 85.39' r 1+00:00'LAT B-3c ` A B-3 31 0 11+34.95 .MH 1 1566..,3 SD TOP o 1+00.00,LAT'13 36" =4 'W �• 1 }586.1I 12 WTR BOP Q z SEE PROFILE SHT 35 tV F ST. TA 15+81.52 ` 42 3+74.22 MH 4 1, _ 6+77.98 EC QQ \ K © 4'20'56' 1 94.00' 63.04' 41.54' SEE DETAIL' SHT 35 226 64-80-31 AH 2 240 f1+33.46 LINE'B-3"= �21_ ® B713'S6" 45.00' 6&51' 42.99 ST.STA. 9+74.82 225 /'�`� INTERSECTION T 223 •FF 224 41 ST.STA. 6+67.11 �`'•l. ' 34 C q31 R' EMERGENCY ESCAPE /-\. �{ 33 E PRE E 5 N Nfi7109'S4"W 26.82' Ii 222 12' 2•. PER GRADING PLAN - T.S. 3 ,' . ILQ N20'56'58"E 22.63'- 227 /1¢,INTERSECTION, BC CB �� A SEE PROFN.E'SHT 3 '•1 .1 .. _ G 11+ . UN "B-3=� STA. 1 50.0 43 '•.` ` N7523'26"W 25.61' �' 1. .1 i1+00.00 LAT"B--3d" -T V= 8 \v_ 24'WIDE PUBLIC 1 -+ B'PVC WATER �' - -`.` SEE DETAIL• / / ,' E SHE 3\ ` OQ N38'3T52'1Y 63.2T 1, PER SEWER AND WATER i ,>E S.D.EASEMENT - - - 239 SHEEP 35 \ ® N3'32'46"W &80' -__ PLANS FOR TRACT 25476 '`•, 1 / / i ��.+ / 0 o I HEADWALLBC 37 % / \ � 228 8+29.25 HC ": \\ �� n r'g ``' H /. J 34 \ \ i� LOT V \� \ ,. . - /, \. ,1 1. . /20'WIDE PUBLIC %, "' _ t�-~ / �.r� N 229 8+8350 EC � � S.D. EASEMENT "�\ LOT II _ ! T. \ «,-Zt __ 0 20 40 80 120 160\ 9+56.16 MH.2 •,\..•'- 9+85.74 e� - - DD �,3{) 41 1584.06 3 SD BOP ~� \\ STORM DRAIN LINE ftp_3» 231 'STA 3+91.479+5s.a9 B �••..,.��. '�1. loll 1583.19 8 SOUR TOP I d d ( s = 40' 232 n� r7 r l fin\ REVISIONS: PREPARED BY: PREPARED BY: CRY OF LAKE ELSOM z n,.- !� S'1' c I �� HUNSAKER do ASSOCIATES c 'tH �,4 1 USC AND CIS BENCH MARK DISK IN CONCRETE .�/ l� l.' L ,� (1 ® IRVINE, INC $TORIM ONIM 2 PLAN 32 a'l MONUMENT STAMPED D NIA 19H5, IS 36 FT WEST 4poTtssto TRACT Z 1 �< """"""""""'"'"""'- Wv aN°Nfs� PA R.HUD ESTON,JR,ft.C.E. 56D217 El(P.�6]30]D6 DATE INLAND EMPIRE REGION OF CENTERLINE TERLME CALIFORNIA HIGHWAY 74,33 FT r I 2900 ADAMS STREET,SUITE A-15 _66 DIAL TWO NVRKING SOUTH OF POWER POLE 19319 CWT. - 4�_ RIVERSIDE CA 92504 (951)352-72DD BEFORE DAYS BEFORE "4`NO.58D20 7' THESE PLANS HgVE BEEFI REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GDVERWENT RELATIONS LINE "B-3" 36 o- YOU D!G YOU Otc LTP.Fn9PoF p ..._......... HEIGHT OF LIGHT ABOVE STATION MARK 1 MEIER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 1+00 TO STA. 13+52.82 sHEErs TOLL FREE t-B00-227-26DO NARK DESCRIPTION BY APPR, DATE `"� . * CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. PLAN SHEETS I PREPARED FOR: CENTEX HOMES bC ^$ o SCALE: 1�=40' I W.O. L)R; A FUBUC SER`ACE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH W C,,%, 1265 CORONA POINTE COURT E.a FILE NO. z UNOERCROUNO SERNCE ALERT ELEV.1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH - /i. Cf - DATE: JUNE. 2DO4L CORONA,CA 92879 0919-25476 CENTEX HOMES ,=x KEN A SEUMALO CITY ENGINEER RC 5 15 EXP.6 30 07 951)479-93D6 ------------- - ----._...._ - - - --.....--- -------- ...._._,._..,_. .... - ---- - - .. _ ._. . --.......--- - .. . . - - - -- - _--__----- -.1.---- _- - . -....: .::::..:_::.:. . . .._:.._..::_..::_...... : :.. . . .. . .. . . ._..._ -.. . . . .-__.._._-_._.. - : - - T THE INSID F .. ... ..... ......... ...... ._..---.. .._.....--- .. .. .... .. .. ...'.: .. .......--- .. I.... _.._.. ---'-' .__...... .. THE CONCRE E COVER ON f f 0 ALL REINFORCW CONCRETE PIPES._.-- -. , _ . _ _____ ____ _. .. -,-,_ .. .. .. .... . . .---.. .... . . :. _. % . . . . . . . . . : -- ---- --- MUST BE INCREASED TO PROVIDE A MINIMUM OF t-1/2 OVER THE REINFORCING: : . . f _-=--- . -- ___ _ -------- - i .. _ :_:::::-.- : .. . -- - i........._._._.. -- . . _ .. .. ... -- .... .. _ _ .:__2:::__ _ _ WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE .: ....: .: i .. __:._ - . . .. .... - .--_ - _ _ -, __ _ 1 ... _.. ._--...._ . . --.. _...-_.._ . . . .- - 11 .... :. ......... . :...----...... _. .. . .... . . . ... . . . . .. . . . -_. ... ._. __... . ...... . DESIGN STRENGTH IN THESE REAGHES SHALL BE fc 5000 PSI FOR VELOCITIES I - - - ----..._....._..... . . .. .. ..... ... . . : . . .. - -- -...._. ..__....L.. . .. ... ._ ._............._.... _.... ... ... .. .. .. r - - __- - ...[ EXCEEDING 2O FEET PER SECOND AND fc fi 000 PSI FOR VELOCITIES EXCEEDING . . .. . . . . . . .. . ... .. _. . .... - _....... _.. ._. ... . ...... .. ._.. ._...... _ .. .. ..... ......._. ..... .. - _..._...._...... _ _ _ : _ __ . .. ..._.._ .. ....- .... . . .... .._....._... ... .. ....__.... ... ......_.._.i ... .... t . .. .. .. . . 30 FEET PER SECOND. ...... .. ... - ... ... 1 .... - :. - _.........:...._.__... _ ___:}:.:: :____�.. -- .. - t ,...--- -- -......................_...._...-.._......_ .. .... ... - - - -- . . ... . .. ... ..---.. .. ... : ... . . - - - :.. 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'fl » : .1 ..; LRk153RUGT.7Tc89E'LF;' .. __-=_..._ - -- - - - _ - - - _ _ - - - -- - _. . . : LIKE ' `- LINE F 3 Q RCP k 16DD D..: - . . _. .. . .. . ._-._ ._.__ - - -( ---- - - - -- 1+00 2+00 1+00 - 2++00 --_-_-__ _�Y_ MAD_+ +00_.___ 1+00 2+00 - 2+00 '---- -----3+00 PROFILE SCALES ._..�_...::.�,..._:.___._--�_..,�..:.�__....----.._._......._ HORIZ,: 1"= 40' VERT.: 1'= 4' CONSTRUCTION NOTES 48 1+00.00 31 INSTALL 18°R.C.P.CLASS IV. ENERGY LXSIPATOR (SEE DI. 01J�SHT.3S) a-INSTALL 36"R.C.P.(SEE PROFILE FOR D-LOAD) B 36P - __ 36 INSTALL 48'R.C.P.(SEE PROFILE FOR D-LOAD) '� E PROFILE ON _ 1+76.8 '__. CR}1D 37 CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN D90. WEIR MET 54 M 0;C 110 WAR DN1ET 38 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.k W.C.D. ,... X 7.13H) - DETAIL A7 LETT __ (1.38•W X MOW) STD.PLAN M B03. 12'0 RLS£R INLET � � � . OPEN Ta° � (43 CONSTRUCT CATCH BASIN NO: 1 PER R.C.F.C.4 W.C.D. STD. u 1+00.00 8C 12"0 RISER INLET W/96-1"0 HOLES OPEN TOP '; 47 3 DWG.N0.CB 100. SINGLE HEAOI.. 01'..L W/96-1'0 HOLES WEN! x 20'WIDE PUBLIC / WEIR INLET 47 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS 570. PLAN D69. (5.182 X 167H) I"_ 3817'W X 1.80-H) 4B CONSTRUCT ENERGY DI SIPATOR PER A,P.W.A.STD.PLAN 384-1. C811p S.D.EASEMENT 1 ::!' '.I' {' L-3, / (PER DETAIL ON SHT 35) L�S00' , 31 WAR 1HL£l �5h4�•CONSTRUCT MODIFIED BASIN 710 PER R.C.F.C. do W.C.D. C E PROFI H :pN TOP (1.38'W X J.DO'H) STD.DWG.CB 110&DETAIL 54 ON SHEET 35. IYEIR � TOP : f"PVC W FIR INLET .. (2.00i X 7.13TL) 43 0+62.66 fL CB 611 S�RR AN WA. (3. L7'W X 1.801H) // z W=7'V=750' 157100 TOP WALL THICKNESS X 1572.31 TOP �.,----' WALL 7HKJ(A'ESS SEE SHEL7.2 �_ -- -- . 5.18, � (L)=12' ' .. :3BI7' � (1)=a ! .. „ $ 1C�Q1 z+aa.DD r "' w_.._...6ii.__ h M D.40' :1,38' YY��"�� 54 ODIFlED OB 110 h a42' 2' ELEV.=1568.64 � /"% ELEY.=1577.20 �1 / M 1 cc kl / V. --' ...'..... n .=157ISM 12"O RISER INLET / SEE DETAIL AT LEFT ' I 5 ELEY.=158518 i -,+._.-. ..in.- g 1+20.69 1- IT& e 12"0 RISER AILET / �` �'-�'f�� tr H W/96-L'/HOLES 48 /r---_:�'_- '�,.--�^ --S _� ENERGY OISIPATOR x =1554.60 • W/96-1"0 HOLES " " , -_-_ _Z-1., =F`'�_ M FINISH CROUNl1 c �" --- _ - 777 �• - (SEE DETAIL ON SHT 36 LOT )( A 31 / __ L57360 F! ) e;." f562.E0 FL I: -FINISH GROUND SEE PROFILE HEREO 6//�', - - fi•I .`' 0. o g I 1+00.00 / �/ e J' F .- "_- rsnso Avv _.._ r 2 �ATA TABLE 1561.54 III'_ _ ° a7 SINGLE HEADWALL W1. 8- O t ..Q, � - ---- - - - % r I /DELTA RADIUS LENGTH TANGENT 0;3 1+06.88 / .,:". LRONrVIEW `�-7_7 - , S� N25'01'47"W MOB'FRONT Y1EW `, 15 1 TOP , .,- ��'. 20'PVC WATER � 34 D �_-_,o1569.26 20" WTR BOP PER SEWER'AND WATER _ 73'25'43" 60.00' 7fi.89' 4475' PLANS FOR TRACT 25476 1+50.89 _ ar 67 "LINE C3" CBJJQ ORIFICE DETAIL ` CONC. COL `� © Nsa•0s'a3"E ss.3r _ "LINE F3 C89 JQ ORIFICE DETAIL 1+1e.9z 68 69 I ;'�~ .,� �_ 15fi9.17 1 SD BOP - 8"PVC WATER SEE DETAIL 54 ON SHEET 35 FOR ADDITIONAL RISER INFORMATION QD N57.02'59'E 163.11' SEE 9frA.4 54 ON SHEET 35 MR ADDmaval.RISER lNFOR1dM1RON 1558.47 1 SWR TOP <lr'1, PER SEVER AND WATER H.T.S. LINE 'fC-3" AM 1," PLANS FOR TRACT 25476 �1+23.94 1+29.08 - - 1570.33 16 50 SOP SINGLE HEADWALL 47 15%,42 16 SWR TOP I-ILINE "E" LINE "F-2" LINE "F-3" D 20 40 BD 120 60 -._��'� ,/� T _� >'•V SCALE: 1"= 40'_ &! ✓ 11.6-OS z ^. ) 1 PREPARED PREPARED BY • REVISIONS: I {ti y R ; HUNSAKER do ASSOCIATES erry OF U R=�1OQ _ 11 MO AND GS BENCH MARK DISK IN CONCRETE - C5 � /-�� ® IRYINE. INC STORM DRAIN PLAN 33 MONUMENT STAMPED D 307 1435, IS 38 FT WEST oew uORtFH4 PA.JL R.11 LESTON,JR.R.C- 020- 6 30To6 DA INLAND EMPIRE REGION °` OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT m� a o 2900 ADAMS STREET SUITE A-15 ■ ■ ��HIM Z � OI DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 92504 1951)352-7200 LINE E , LINE F-2", LINE F-3", LINE "G-3" 36 b-'. YOU RFDIG DAB BEFORE �"NiaOv.580�d A PLANNING/ENGNEERING/SURVEVNG/GOVERNME'NT RELATIONS �� 1+O�. A. 1+Z9•DS, STA. 1+OD-STA. 1+96�.31 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH _ HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s � TIE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PLAN SHEETS STA. 1+00-STA. 1+76.89, STA. 1+20.89-STA. 2+84 SHEETS TI' TOLL FREE 1-600-227-25M MAWf DESCRIPTION BY APPEL DATE 4 CTY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. PREPARED FORT CENTEX HOMES a; -�q�t o�,'Y'�10�`+ SCALE: 1"=40'___.-_, 1265 CORONA POINTE COURT W'O. FOR: .z y A Pueuc sERvIcE BY DESIGNED BY: MATT BUSCH DRAWN BY; MATTHEW BUSCH cr.0_ �: Q / F.e. FILE"°_ i UNDERGROUND SERVICE ALERT ELEV.1425.76 FT NAVO 88 X_...� ...... ..... ..!`r!'/r__.._ CORONA,CA 92879 0919-25476 CENTEX HOMES _= CHECKED BY; pAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH :(EN A SEUMALO CITY ENGINEER RCE 69i5 E%P.6 30 07 DATE: JUNE, 2004: (g51 479-9308 z •m PROFILE SCALES I THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" DV:R THE REINFORCING HORIZ.: 1"- 40' WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE EXISTING GROUND VERT.: 1"= 4• DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5,000 PSI FOR VELOCITIES ' EXCEEDING 20 FEET PER SECOND,AND fc-6.000 PSI FOR VELOCITIES EXCEEDING - a01E 30 FEET PER SECOND. PROPOSED FINISH OVER STORNI..DRAf ......_ .. .. ._:. _a - EX�tTiN)"G dRQ�it EXISTING GROUND ' x EXISTING GROUND IJN LINE PROPOSED FINISk'SURF3�C OVER STORM'_DRMeL.. - PROPOSED FINISH SURFACE. o ' ' Rf _ - t o - +�' HGL - + EO FINIS}{ SURFACE , r a o a . —*--- - �... DYER STORY DRAINo g N mo°° QYER.ST __... _. I - --... - - - - sa 9R1 DRAIN r - _ a mvim I _ p ............... ..._. ._..+-.__�_ l -,'. _ (IR Catc bS Basin) W -__-_ ';:__s _ m- EXISTING MO ND :._ ... .. ... .------..._.._...--------._. ... .------------ -'- - : � ' .. ;- ( (' ... gam.._:. . .. ._..._.-.- -- LINE1 _ EXISTING GROUND + -.._.._._..I - _ -- - _..*. PROPOSED FINISH SURFACE• LfNE -- m ... W.S. 159T:8-2' ...' R STORM ORA1N o n _ R STORM DRUIIFAC _ :. Y :OVER - #u Catch ksirc m' 1 /i' PROPOSED FiFRSH,5#1RPACE{ t -- _ :.4� �_. _ n,,r �� _ N1.S, 1;91_61 PROPOSED FINISH S17RFiSCE, ----- 1 rnl OVER `�R STOR A1N... ._... .. ---... . .-d'-'. - - a R.i : - -� -•- . .t. catch Basin) - _. - $ OVER . MDR -- -::.. bra ni..�----:� -. ---.--- -- (}�'.9.8 of •^ k� - - - _. 4. ......_. '�.::' -.4.• .- -. .. -.c+ y -,;7•g7fP A- - - --t HG1 :.. T 4 :(In. Basin) 1t` �aoAQ2. .. _ 1 H7 b4r . - -' - -- HL , mA$s VFkTEi?{7IIGIfF UDiNTS - h I , ® p �tf fil Z ."MR 11 _ .... rt. s3..7 - OR - '1:5 !fa' .. .. ...:.ucPi _'.:8r.. ? ':. a",�n - a g� n :m - ..v'=, 8.0 .f w mi,!f' - - . .__ 10 a rw-". +-- 6 rn.— '. .....a-•....:.nv>.o s1fi.39 fpa o• __ m ...._ _ nl _ �� + _ .in .w...._.... ..P..$...._.. g� I 1 e' �n _-_.._:.... t.. --- o,.'{ar __. ._ .. +.n _;. �' _ ._ - �9--fpt- .- ._.._ _. CDNST:.: 2:',ffi LF. CI T,'�rA9.l.F + r - `C0R5'T:H'$:-YS LF. '• ------._ .. a? �+�.CONST'3,09:�LF. �� ,• C01!fSlFI1CT 27;48 LF.' � CONSTRUCT:Sli69�LE_- -...� .. ..L '- -�*�' __.. ) -:T, .-- .. 1 . ! ticP;(axss IV) z 6 :RCP{CiAs$IV1 1(i R:P(CLA55:N): t3 RCP jG PS5 14} .. :- ( . ^l� -- 1ff' RCP{ei�ss v). r T m . I ,(f RCP...CtASS IV 18' CR t:EA95 •' 5. I � .... . 1+00 1+00 __'.: 1+00 1+00 `;-USE_WATER TIGHT JOINTS: USE WATER TIGHT JOINTS USE WATER TIGHT JOINTS 1+00 1+OQ - 1+00 1+00 LATERAL "B-1 a" LATERAL "B--1 b 1" LATERAL "B-1 b2" LATERAL "B-1 c 1" LATERAL "B-2a 1" LATERAL_ "B-2a4" LATERAL "B-3c" LATERAL "C-1 a" LATERAL "C-2a" PROPOSED FINISH SURFACE OVER STORM DRAIN s F v'ao n PROPOSED FINISH SURFACE :'--. , f fi - PROPOSED.IFINISH SURFACE:' __-_ _ -- __ --- - .- __- ----"i xo ao OVER STORM DRAIN :. PROPOSED FlNI$H'SA6E -- : T'OR#DRAIN...::-:'::-:.:-_._-= '- :? .: -- _.... _.. , - -. _-- _._... . ,.. m OVER STORM - - OVE i.. ..PR[iPOSE0.#gbGSki$k1RlA»E 1._.. _;....` - - ....- ----- �-- � :� � I .g.. ... o I .6RDF1N0..: - Fn ._._04"ER-Sffll$1 DRAl61 : ::. :. :'. :. .... m?i N.._. m... .. .a ..-N..m b r e S-,,� .. t..... — I N S N .....: .#�..;.:_........._:_:':-: : : :. .: 1 .-.- _ __-- -- ) sS-� -PRpPffS.E'g F@IISH SUR�ACE i - o e m � ..-.._. LIdE.: .._.:.:_:';-- - _ --- '. _...... ..__._. 4 i EXISTING:.......... - _...... _.... 4�$ - :'9YER RSF9RhF BRYtIR - - ......... _.._._.....: :.._.:. In-Caich Basin._ .... - EXISTS 6 8R 9 -- { ......_..._.._.......). Iy i EXISTIM:G - ROUND. _... fi H(1L W S_455�.53 y n� Io :(irl C'OfCil BOSIn) �� S%n-� Y...� M. t ....._ .,. .. ro S iv m 11f�.miS9T.2b - - _ - -- o PROPOSED FINI51f �A.S, IM-7. Yl5 I.M. VER STORM DRATtL - _. ... + - - - ' EXISTING GROUND -- i, N --.� �-- HGL __ i o� N ._ .. _II _ _ __. _.. __ LINE------- G.atetl B6s1 a _157 T$&.___. j ...(In Caich Basin)' In Ca'fcll Bas fT n a - � 1 o :EXISTING,GROUND -_ .._ 1574.T7 80P: : j HGL ---- — ... +v� �' ...._.. y ___ ._...... N - �� _..-. .. _... :. W:S. 1 I aN : m 1+19.58 z yr - XIST111GN6R0 _....i _._..- r _.. YQTOP: ti ry i E W,S: 588.90 w s... x z _- B !Caich-Basirtj ao- ) 1523:TT?k _ ..._ 1 - -- -- - a. .__Q ... .. ..... a .: z d _. _. -._.._. t� aa _... ..._..---... ..... _ -- .. , a 1 .... ... 1 _tea a „�.... L _ U o r - �p y Y�1 : !} _ y-'�. o; - i n m N: ��vJ _- N .. a- - ... roa {,o, 6.6: efa Q,�1$.3 ef3 n! ...j N4�..f{3_&. efa.n^- - -.01,,,�� 6,4 ofg..m m. .:_ k5.t1 -^ - -rifl9_'_ _....: _ -�u a tEi. �� d, 'ai� S17 n ��` •Y.. N,:.... 1585 - - - _'_W--77 N N O ^I y ::...:. : :---''- -t rss _.. m: .Our' fly'. Nn. 4:87'f m' iu-L2.6;fpf .nr _ .! '.V -i 9...1 f..... m=it 4.T4f a _ o '1�� P's+ Ni + _.w wT +g'i. .+ _ P I� 7 05 fps m.... ---'----- - '-- -- --'-- ..r- - -� ----- - a 1.- CflNSL 9i1B�.F. - ._ CONSTRUCT_2S96 tF.- w- m__ gpN6TRpCT;23.55 L.F.' T 1ONST. S'.5 .F.: ',� CONST.2A.35 LF. c^ : ..� ��C(1NST#'.?,4.24 L.F,,�: CON is-Z5.33 _ __:.-"'.CoN57-24.4t - to atcp{coins rr� tR RE)s-ems iv}_ _ Tr.RCp(CLASS N) it rice{cuss 1v}. RGP(Labs N) 6" -..ie 6"per(cAss:ng a� USE_�Y&FER:_ii6HT 391N 5_. �JSE WAFER_ TIGHT JOINTS 45 1 IFjItATE 't1GHF—JpINS�- —-- 1+00 pSE.WATE .TIGHT JOINTS 03EfidATER'TI6FT 301NT5 __... a + -- 1+DO - • 1+00 _ 1+00 1+00 �R AL "C— " LATERAL "F-101" LATERAL "F-1b" LATERAL "F-1c1" LATERAL "F-1d" LATERAL "F-1e1" LATERAL "F—te2" LATERAL "F-1f1" x� v Iu Qo v REVISIONS: - PREPARED BY: / PREPARED BY: CRY OF PAI01r d�IOF as +. 'l I 61y il�i a { + 1 USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER k ASSOCIATES c �1 _ IRVINE, INC STpRIy� pp 2 p 6 34 MONUMENT STAMPED 0 307 1935,IS 38 FT WEST QpOFE5S,0 OF(X:NTERLINE CALIFORNIA HIGHWAY 74, 33 FT eo pH�an�es��I PAIiL R.HUD ESTON.JR.R.C.E. 58020 EXP 6/30/06 DATE INLAND ADAM STREET SUITE A-15 �,p• � 0o DIAL TwD woRNINO SOUTH OF POWER POLE 19319 CWT. " i c RIVERSIDE CA 92504 (951)352-72Q0 BEFORE DAYS BEFORE g NO.5802D m PLANNING/ENCINEERING/SURVEYING/GOVERNMENT RELATIONS LATERAL, "B-1 O - F-)f 1 a 36 YOU DIG YOU DIG m Ex"wwoe z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH 34 SHEETS HEIGHT OF IGHT ABOVE STATION MARK 1 METER. I�, CTHEITY APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR PREPARED FOR: CENTEX HOMES ix MARK DESCRIPTION SY APPR. DATE I r PLAN SHEETS LULL FREE t-fq0--227-2fIO0 1:rj ,v CITY AND STATE LAW AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' W.O. =oF' F d�' _.-.__.. - F B FILE N0. A PUBUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °�'CAtFF // --H 1285 CORONA POINTS COURT UNDENQRQUNQ SERVICE ALERT ELEV.1425.76 FT NAVD BB -- GATE: JUNE, 20041 CORONA,CA 92fi79 0919-25476 CENTEX HOMES c CHECKED BY: PAUI.HUDDLESTON PROJECT MANAGER: MATTHEW BUSCW ,ce'N A.9fol [O CI GINEER RC XP.6 (851)478-9306 _ T _............ ...-..-. ..- t HE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1 1/2"OVER THE REINFORCING -- -- - '- --' - THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND THE CONCRETE l F _... REACHES SHALL BEPfc-5,000 PSI FOR VELOCITIES EXCEEDING 20G FEET PER SECOND,AND Yc=6,000 PSI FOR VELOCITIES EXCEEDING .. ... ........._...._....._..r DES .. .......... -.. - ': I .. 30 FEET PER SECOND. .......... i . :-.:..6E1513l1G GROHND a. ONE _... _ - NO, 4 BARS _. ... . . . . . E :- . ..._.RRHPTISEO FINISH•StfRFACE? � ' .. FtOµ! - - - _ .. .. ...-._. -__ -- --- , 70QX OR EQUIVALENT .. . ..... ._�........ .. ....... .. tlVER SfORtA DRAIN . . . . ...... .. _ - --- ^� U - ._. .: .: r �: j _ ..:--_'_._'=r:- _ _ .. _ 2D or L4�--MIN�. . ---------- _. ..... .. �.a .�.... c�__:.:-:.:.".:..:. - .... ..._.. __ .._... r ... _ .. .. - N STONE r-~- 8._ ......__.___.... ...... ..._._. ... - - --- - _ ) ... - D _. D• �_.,.� :_..., ...-..__-...._,::.._..._.._..._.............. ; GROUTED flWFSH SURFACE. , .. . . ........... i r i PilISPIFS:STIOUNDk...-__-= t RIP-RAP i- 8 STORM DRAIN' _.::.T - i ... FILTER BIANIfEI} Y e. E I j E - .------------ SAND .-._ ___..'{:."_..r.-:'..-.._:i_.:¢-_:-..__..-. i:_. RIPRAP UPPER LAYER ONLY SILL MASS 420-C-2 00 .:. 'hyiv. f .. ................_ .. .. .'C.-. __:. .___- ._.___.. :...:.�'..::i._:_.�:-_.'S LOWER MINIMUM 0 CONCFR7E : HGL _. - - vELOCIn ROCK THICKNESS FI I ...._. _ ._._i_..._._._.._........_...__.__._.._...._'..:r. ON PLANS) i W: =:_3.588..5.}. -.... yf.S.=1 $$:39 1 --- - - r. .. ---� - i..: _. .__..__.-. L I SECTM p(_SQL - : : ._ _..... iri�afch.:Basin. - - ._ _.-:_-_-..__ .. ...... - : ' ' -_.._ ._zmm (w:Catch-$asifl i. _ _W_fi_J5$7.50 F6-14 /4 TON 27T MRAFI 700XC PENETRATION ,. ..� ............. .. q ....-: :........ . n....-.1...-._-_-'._.-__.i._=:=___.---_ .. ...._... _ - 3.4' OR EQUIVALENT i • .-.. . .. . . . . __ __ - _-__ _____ _ _ _ _ P N 14-1fi 1 2 TON Q 6 / f SAND EI Ca ctr$asin : I --- - -- - -. . . . . . .... L - - - i a.3 ....._._..._..._........._.._._.. .... '. ....- _. _ -_..._._ :... ..._-._-.: . .-.-_ __ __- _ __ .. _ .. - j FILTER2FAHRICiON 5.4' SHALL BE THICK 6 WELL GRADED --- ----._....... ,.._ _......:...:::�:._._. $�._..._. ._.._. _. .. _... ...-�: :' ,. : . '. ---�- ---_-- �.. .[ :.S--.D437: .. .. WITHIN THE LIMITS SPECIFIED ED BELOW:12• _........ ...._.° ... ___ ___ CONCRETE PIPE N ) .. -. �.. I WHERE OC CONCRETE(Y-DITCH CURS - - STONE a(BY __..._._...._._.. ....... .. .. .........._.. .. :...-...._-.:- ......:....: 4:. [ - - ---- -__._-- _ .� y" :.. :.�.. .. ... .. S 12n SMA4LE 100 W (WHERE OCCURS) .. ...-. ....� ... ..m - ___ ? }- i 75_ Jill io Ba a a .. 4 6 -------�-- +•:nN,nx 1147 fps ... - -•e 5T- � I c-sok:=_m?.-'.!... :.'- .-: ! _...:r.-�- - - _-__ -- -............... ,m� �� _E......-„_....:.:: - RCP c N -.... .... .9:1' tiff' o" .__::_�._. Y'- _....:. (igSS I�: .. a:c7._ �u Gar +di _=i::_..::....:::-.. :.1J3E.1W WATER.fiPIiT JOINTS.-14E N :..... : :.. - �:..a Vml:.:3. .. TY 4.58 fps, .« = --- - ----- -... . . . _ : . .. ROCK 2 TON 1 DIN 1/2 TON 1/4 TON 1ii~- :.`'�-<!/ s•wroE stor I Ni t" :._' .: . .__.-.. t :. OONSTRl1Ci 21.62 L.F. i :. CONSTRtCc1-mm L.F. ::.._:...-_:.......::::::_.-.._ _ - - .. - � M4ETON 0-5 �tom=a. �Y(T��T p+ ..._ .]BF:SdCP: ; T _ ; TON 50-100 O-5 `�Y�\`�/�� J(AerN) - - - .. (IAUl4S.A9 .6•.RCP(CLASS 1h _ ----__ : -:-:..._;-.... _ - I ON 95-10050-IDO 0-5 L USE-won--. .. .. .. - ..--.-.-_____- -. :. ... .. 2D a 2W SE,WATEIY TIGHT JQANTS USE WATER TIGHT JOINTS t ------ _. -- --- 1 TON I/2 so ao o-s 1 I1/4t 1 jj .... ....... .._. ...- :. :: TON 95--00 50 00 7. 1 - � : .r --7. :..:.-:a.... -_- _ . ._,. . _ . - {�- - --- = - - -- ---- --: ------- - - SECTION E - E 30 or JW(6'0N.) --_.:.'-- ;...:.... 9s7� zG5 s 00 9s Ioo :...._.....'._....._....a ._ t ..._..__.......... _ ._. .. ... .. BROKEN .... .. .._.._._ _..__..__.-.....__ _.._.. _. ...... .. . .. h .. .. . ..__._.. ................... ........ .. ; :. :.....: CONCRETE,COBBLES ARE NOT ACCEPTABLE. TOR DETAIL 44 - E _ _ - _...: _.. :. .-_._.--...._......-._..-.._..._._ 1 i ......___ .. F..... - -_ ---.-_.... .---T .. _ .. .. _ ' �� :�. . �. ......�:.. _'.� _ _____- NUMBER OF COLUMN NUMBER OF ROW NUMBER DIAMETER OF SIZE in ft COLUMNS PACING ft ROWS SPACING ft OF HOLES HOLES in ft ..............._...... ... .... . .. . . .. . .. ..._.......... .... __ ... ...... ..--..------._. .._. ..: .:.._.:...._ ..: ...:--m .. .i... _ 12"(L00' 12 .262 8 .286 96 1" .083' VEN IN THREADED CAP 2+00 1+00 2+00 PROFILE SCALES 1+00 2+00 HORIZ.: i"= 40' W ROW o r°DIAMETER Row 0 0 OUTL� S VERT.: 1"= 4' NUMBER OF O 0 0 HQC6 PER 00 VAR OR STEEL WEIR 6WL£T WEIR INLET PRORL£ O 00 RISER PER PLAN SURFACE OVER P:PE CITSiRIA:T:OV-F A:N^•-��R FUR STORM DRAIN NOTES: r !EN-H Wi SLCPIN:, %T): WALLS WEIR UQ.£T / _ I K;Ncl 1. FOR RCF, TIE CONCRETE COVER ON TFE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE INCREASED RLSFR YVL£l T 'S °, B' -I F-' . TO PRC�'ICL A M N MUM OF 1-1/2"GV'-R THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED -- CONSTRUCT 3'X J'X 4•THICN t*l� W.➢T i 20 FEET PER SECOND.THE CONCRETE DESIGN STRENGTH IN THE REACHES SHALL BE F-5000 PSI , ..° GONG.APRON WF/12•DEEP FIG. .r.... --...a e FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND F=BGDO PSI FOR VELOCITIES EXCEEDING AROUND AND 8 N£ATH R!S£R PIPE 30 FEET PER SECOND. 0 BOTTOM OF LOWEST ORIFICE HOLES I µ� di• I i- 3'C:R. 2. RCP MAY BE REPLACED BY CIPP At HOPE UPON APPROVAL OF CITY ENGINEER.CIPP SHALL BE 6 INTERSECTION TNf QULET PIPE fNS BEEN STIED TO CONTROL .a i % 3/ a lI '3'CLR. CONSTURCTED PER RIVERSIDE COUNTY AND RIVERSIDE COUNTY FLOOD CONTROL AND f1+09.70 UNE•9-3' OVfRfLOW INTO THE CORE s RISER. '•I f�S' }�-r WATER CONSERVATION DISTRICT CAST-IN-PUCE CONCRETE PIPE DESIGN STANDARDS FOR 42 +74,22 MH¢ DI 1+00.00 LAT B- °' _ 7.�I 3CI R. HOPE SION PROJECT IMPROVEMENT PLANS FOR FACILITIES TO BE MAINTAINED BY COUNTY OR DISTRICT, HOPE MUST MEET REOUIRMENTS OF SECTION 84 OF THE CALIFORNIA DEPARTMENT OF ',D1 RISER 72-�!�I o' _ TRANSPORTATION STANDARD SPECIFICATIONS. - I= BARS -ram) 3. WHEN CIPP IS CONSTRUCTED AS AN ALTERNATIVE,TRANSITION STRUCTURE NO. 3 SHALL REPLACE \ __ •_•�T CCNS r .1C.\? JUNCTION STRUCTURE NO.2-11 2 ., I NtlTES: 4. WHEN HOPE IS CONSTRUCTED AS AN ALTERNATIVE,TRANSITION STRUCTURE NO. 3 SHALL REPLACE I.S'OPE ANCHORS SyA_L Bi ;U%sTR'JCTED AT :a'1A R-TCAL JUNCTION STRUCTURE NO.2.4:JUNCTION STRUCTURE N0. 4. �• j W£1R INLETS n A A ' A, WfIR INLETS PER L 2.L'ONL-RL--F'S-IA.,. BE C_ASS 5=o-c Bloc rrN-CRE-t. 51 : P£R PLAN 5. FOR GPP WITH VELOCITIES GREATER THAN 10 FEET PER SECOND BUT N07 MORE THAN 20 FEET PER SECOND, RISER INLET I A 140'SEGMENT OF INVERT SHALL BE THICKEND 2'IN THE WALL THICKNESS.FOR VELOCITIES GREATER THAN E p _ LAT B-3d 0R1r7GE RISER INLET L _S_tOPE ANCHOR_DETAIL gr 20 FEET PER SECOND,THE ENGINEER SHALL CONFER WITH THE DISTRICT TO DETERMINE APPROPRIATE WALL THICKNESS. LAT B-3b LAT B-3a ... ..........' z BQT may, ... FINISH GROUND �5�'T 1,- '"" - - i FL INTERSECTION - •• PER PUN WALL IWKNESg ---- ��NT.S� 6. NO HOPE EXCEEDING 20 FEET PER SECOND OR 48'IN DIAMETER. J1 I N +72.34 LINE"B-3'= 1+00.00 LAT B-3a z $ 1+00.00 LAT•B-3V D2 U1 UNDERLINE GRAVEL II••' - PA°£WItET (Of " '• WITH FILTER FABRIC V` s x DETAIL "J"-MANHOLE #4 DETAIL K -TRANSITION STRUCTURES FRONT WL,► - w �� W --LA°�-�� a LAT B-3d (� ,« •4 SIDE HEW uT 9- '3"3e .93' A2A2�'25" Al 45 0 - WATER QUALITY RISER INLET �1=3.0' 32=1.5D' 8'--1.50' D1='. '.S - ,. 02=.t,.0' C-.';.5;' �4 MODfAEU CB170 OR CAl TRANS 0669OPEN TOP,1 02=3.0' -.2-4.51' -b.00' R--"5F5.69' Ns 4'I.=1582-36' R'=1582.39' S-1585,SC' S2=1582.31' S1='582.31' Job Gi✓ 11-6- o �1 REVISIONS - PREPARED BY: PREPARED BY: CM OF LMM BADE s < . /� HUNSAKER ASSOCIATES A 1_ L USC AND GS BENCH MARK DISK IN CONCRETE 4e. (� IRVINE, INC STORM GRAN PLJMN 3rJ MONUMENT STAMPED D 307 1935. 1S 38 FT WEST PpOFESSloN " - m OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �o�wuoae o e PAUL R. DLESTON,JR.R.C.E.58020 EXP.fi/30/% DA INLAND 2900 MEMPIRE S STREET REGION TE A-15 �A(;r Np, �� OF DIAL Two woH�cI SOUTH OF POWER POLE 19319 CWT. �1 RIVERSIDE CA 92504 (951)352-7200 „ BEFORE 7?YS aEsoR C NO.sao20 Y"` PLANNING/FNCNFFaINc/suaYTnac/covEaNMENT RELanaNs LAT "B-3a" & LAT B-3b" & LAT "B-3d" 30 gco YOU DIG m0[nc TIw-e/xAw THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE'NTH �._. HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STORM DRAIN DETAILS sHEETs TOLL FREE t-80O-227-2600 MARK DESCRIPTION BY APPR. DATE t , PLAN SHEETS PREPARED FOR:'CENTEX HOUSES q'.Y AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' W.O. rcrz: -E -rr A PUBUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH or OAL1' y/ Q / / / -- 1265 CORONA POINTE COI r LE No. c, -� UNDERGROUND SERMCE ALERT ELEV. 1425.76 FT NAVD 88 N�- .I ,/! a(2--! O .-..--. CORONA, CA 92879 0919-25476 CENTS% HOMES =y CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH K9M.....-.-......---�-- -- - - EIS 7 DATE; DUNE. 2004 (951)479-8306 z_' B A S I N W I D T H W• 4 B A 11 1 N W 1 0 T M W•6' pp Tp L SYMMETRICAL ABOUT It 3/4•CHAMFER REINFORCING STEEL REINFORCING fTEWL _ gySN.3) �' •40q• /3 /3 ZT ®P Ef5 Size D ar.GYO NYBI510113 OroN1111wOM sI[.S-EII BI • i.e A-1 S A-2 BAR5.TTP. I T i01u[x31aH3 f L STR s�p[ 14010' Ty IYORR a9 TP TPExOTN DL516M IYORRINa E53 Ma a ON • I '0 T x s Iz� a u� _ OFM6x I • A -' M B-2 A_5 °rH H T - m-e °• -- -®.._ _ _ a0.2. ... -z.. ..®1z..._... ®Is• .. r-d1EATEERR Of pp0 BAR 3/4• 2«a - I A_6 B-1 _ ] °., .$' .75.. ._..14 DIP... _.4 GIB'__ - •5' _-,.�,.. ._ _ .79u;_..-...- OIAYETER$OA TL C11ABfER -_ _- - •i O,B•_ -«O•s• - _ -• e• :�0w B_I - _ .,�I.E._.._ _.•SIB• -i-0 .i®ie:. •-B /-A-' ry -: �• -� r O,z• . a. .-a - a®Ir._ i Ir n A-r . ®I2' .•Olr ._ • A•A-S B-1 �R-•3 •I/ T4 t, I W T-'-'•- __. _ _ _ _ _ _ •.0, I 1 ,.T. ...A-1 � M®R'` H®12' I. .F_ A- By B-2 .4012'TIES __ - _ •a®rz _ _-4 z tiOAFFLE WAIL !) _ 4 d/2 ' v J TAI •F• DETAIL "F' ..��..._ .�OIB_•._ :®IB• 1 5: . _ ,B• '6®I:• 2• C-I FLOW 1' M � r 6• B-a O 2 S ,•® ®z DETAIL'E' [TYP.1 A-7 (\. p_2 `� 1N. A 4"A-I CORNER BAR5 ._t..x .._~®.e l _ _ A_I -- 2-.4 4.5.._-.. _ _ La lz O --�` B-2 I a •4018 - s a 4012' A-a I tAl$N.YI A-7 20 OIP-I �- FLOW H -I� A 4 II A-1 1BEN0 AS '1012 TIES TY.7 O _- P r MOra• B-2 T A-8 i 3• D-2 •4 ed' q• T Y .•�IY } P-Y �SECTW.Na$ • 4-- sJ3 Gj �G ,02 MIN C.1 i /4 ides IMPACT• 225 PSF ieE`'a,tWya' IMPACT•300 PSF- i B A S I N W I D T N W=6' A S 1 N W I D T H W 1 fF A._..- q _-- � _ -j-- -- ; PIPE OR 80%PF•R D PROD DWOS. MpX. 0 IN(,ET Vlp[E SLLOoPE ♦4018' SECTION B-B 19 H.II REINFORCING STEEL REINFORCIRB 8TEEL _ d TS Z •p,10. SEE PROJ. OUMxSIOK aelaxAn SYMMETRICAL DWG3.REGARDINfl '" Ox .li[a sr.uxa B51 rnPAu 'oxb oro.mlArgN 9ISK 9��INa a13[D 9Pulxa s ABOUT C NEED FOR THRUST �� -I UN019TUA$ED woMalw zTRESS E. Fsa aTRn,orN D[alGx BLOCK A/OR GONG. a/4 a/4 A-8 D-2 EARTH.TYP. A-T _. . -- �_.- « _ •B OIx• •a®iz• TE/2 w I T8/2 COLLAR I SY MME TAIGAL ABOUT 4 L -�- A-P 01x_ lY• --- ib•-6• T x 4' � P' S• M ]'-6' I- L-2 •4018• ,• A-5 ,401A. - --.®iB - _• .- -A a «®io• Ral I T2 1'ON 6•FILLET,TYP. 8-3 I 4.OR 6• ,�--- « q• - 1 T , FI ET. . ..............__...._. .. - _ •.GIB• .•O,B• LL .�� IS• la•_ PIPE ON _ _-J FLAT ARMOR PLATE. 4-•B®CENTER PIER �- TYP. -' 4-5 .•O,a• «O�a• r s s « Iz• -- • 7ROJ£CT 4AD MIN.OR W SEE DETAIL 94.7 TS I • _I--•fin-e_ .5 IP• .i�nT.-- _I I'-S' A-6 T E ,60'a. DRAWL NBf RIPRAP�,,q��L• CISN.31 - - - _ _ _- _ . $,i✓�- 'III--Z-.:_ ._ ?... •'A8:.-. ... • n• ID• ..r new• �•_ \ 3'-D•HIGH CHAIN „r ITYP.) W/A _ 0 ..... 0 r.I-.. •i LINK STD.FENCE PER • d N (TYP.1 �...._._.• a .-.....•�®cf• _ -.i ON• ; [ AJ _-i5_ ._ ...•q_®iT.._... B H� SECTION A-A b B•I ,®M �oP a-z T 5• 5-3 NOW « ce• z•.... .... T. B• C•I •a OI@ M O16• T P C4 « -•� 2D D1A. -- «®IP w®I@ -V=71MPACt Dys .®IB• PLAN o-I a-e, '- trrP.7 y. _ RIPRAP,BACKFILL B-I 6 B-2 SYAWETRICLL r y s• B-z «OiP - - - __ --"--- RETAINING W►tL OR SIDES 607N ASOUT c I. F o- •°®1L' •!®ce' - «i �.+®IP• PROMA DIIAWNOL ; �/ I '+®IB' U-a NOIe•SECTION H-H I9H.o IMPACT F 375 PSF •450 PSF -e4012•TIES __BA91N W 1 0 T H W• 12' 8 A S IN�N'IDTH W•16' i 3/4• REINFORCINO 3T CL REINFORCING 17E L A FER/�,@• ' �O GM M 4_,$ NOTES I pLENS10R9 PL+SrI4 a EL d - ONL;NSIaM3 TYP, wO NM ST IR5110M Z9iP1 -5 1403p ISSCC pp F 11HO ' T n ADDl TIDSAL RIPRAP OR 3/e•PREMOLOED OES16xATWn 005IMATIOR q4 ST ro3 a�REx4rN 5 OB 2 / I 2. BALxF1L1 AS REOUlREO. T , yr I JMINT FILLER TC I� Tf� l ITYP.) /� 2' WING WALL NETAINIRG - - I _ _ I� �SYYOMIVITT`CAL WALL AS REOUINED a Ic -.-i 1 :•®♦ •�p• 'B�T�- a __s..8/iz _�_ T e T IIYP.1 f I - -T • ®!6' •,O•i' WIe 2/3 p Jp 5.2I OR PER « I ,� y. - 4' •+Oro• s•T j• • _«�B• ®r d• 1 1 DRAYING$ A-4 •B O,Y '.4 i'-,• •3 ,90R' mi 3 r r ° - _. 2sTAROUND I I • 2-•5 BARB NO TES I I I , r B+ .•DIY er_ B __5_•_z• - ea :B®�... •�p�lz. RCP(TYP.I NCS ITYP.I A-S 6 A-4$AR11 EACH FACE. FLAT ARMOR PLATE NOT SHOWN. - ® r !o. - TYP. yry- y O Oa k o S TOP B BOTTOM " may. - .D• _-a-5 :5 __ ® . SECTION G-G - Aws R-R - --x RIPRAP r OR B. �_z' --® .®row ti i:r .._c. e• +ems_. DETAIL •E BEDDING ` is-ANN. - - - D-OSECTION oL�ni IMPACT CT 4600 PSFSECTION -C(sH.Yl IMPACT525 PSF xATE•• 1.&ASIN FULL.IMPACT OR BAFFLE WALL- L BASIN FULL.1/2 IMPACT ON THE O LL TNER WAS. b.STRENGTH OESION'LIE LOAD FACTOR 1.7 DEAD LOAD FACTOR•4.4 ENERGY DISSIPATOR - IMPACT BASIN K WITH VERTICAL BAFFLE WALL DETAIL _ Hz•a STUD cONCRETE 24. (T p,l - A R M 0 R P L A E ANCN 0R TAB LE EADED OR HOOKED ENuloRs PER AP.W.1�STD PLAN 784-1 TGTAL XD. - TOTAL N0.OF FLAT PLAT!ANCHORS PLATE DIMENSIONS WELDED TO 1/4'STEEL •) b, u (N.T.S.) MDT PEA ROW I ANUO Ror x ROB1 a PONT♦ RTIW i ROW B ROW T R Y PLATE • • • • • . • • • - •• 6 4 4 _ _ YYr _I•_0• • •"'!-IL I/4 1;-36 STEEL: 2 • -IY } Iz• a Ii` T = S_ _ - - 4,-0;. s •� 9.... I. i 4 13..D.-I---.�s.- M Is - 2 .. _ --ii•-R-.-f-- i _♦ Ii:n- A.b• H• II(t �I( BAAFFLE WALL - .- • [•T 51IOWN T 2Y L ES 12 2f' __9A 26 H E _ Y ... 2 ....f _ 2a•-Ir S'-3• NOTE• T +� H3' I/ I� PB_ -I22s IS S -2 2YiF_ lO'-O• I/2' l0' 12a1 45 E Y P E T 2P MY 10'_9•IJ,•gHSTEEL ELUTE ( P.) M 1 F.1 (YP.) (TYP.) - - wElOEDBLY WtTEYEppIpLpENEppORS J SY az [ C L ._ a .SI•-M•_ P-6•. INTO WE COONCRETE. FLAT ARMOR PLATE DET8ILISK.2) r- r °OLEMAN :51WOORCEMENT id MOT.,-OAFFLE WALL REINFORCEMENT SHOWR N}* NOT SHOWN F PL 1/4 lMCCNOM U13 O CONp1EfE 31 -- ---- oI C, 3I4'CHAMFER. 12• 83 s} TYP. m �H' COIaMN SECTION K-K SECTION J-J ED LL P T ti NSIONS: -% PREPARED BY: /� PREPARED BY: CRY OF LAKE LlA� lC7USC AND GS BENCH MARK DISK IN CONCRETE 4 //�/ 9 NUNSAKER k ASSOCIATES STOW �N PLAN Of ESSIO CCCJJJ�� _ IRVINE, INC 3�? MONUMENT STAMPED 0 307 1935,IS 38 FT WEST 4P N me DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �o r"�DDLFS yF PAUL R.HUD STON, JR.R.C.E.58020 EXP.6 30 06 ® INLAND EMPIRE REGION MACT M 2M� OF 2900 ADAMS STREET,SUITE A-15 TWO'WORKING SOUTH OF POWER POLE 19319 CWi. -� T+I RIVERSOE CA 92504 (951)352-7200 Nx BEFORE DAIS BEFORE h�No_50020 `m PLANNINC/ENGdNEERINC/SURVEYINC/GOVERNMENT RELATIONS ENERGY OISSIPATOR DETAIL S_a_ Yau DIG o UP.I/30/Oe z THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH '$^ YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER, I°' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS TOLL FREE 1-8tq-227-z6oD MARK DESCRIPTION BY APPR, DATE II1 L 1 t CIT•AND STATE LAWS, AND A PERMIT CAN BE ISSUED. PLAN SHEETS PREPARED FOR: •CENTEX HOMES F fdt' SCALE: 1"=AO' .. 7265 OCM20NA PlXMTf COURT W.O. FOR: F.B. PILE N0. iT A PUBUC SERMCE BY DESIGNED BY: MATTHEW BUSCH DRAM BY: MATTHEW BUSCH 0'eAt+ UNDEALROUND SERACE ALERT Ate...•-•r�� t CORONA,CA 92879 ASKS-254J6 CENTEX HOMES I ELEV. 1425.76 FT NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH Ypn+A.SEUMAte CITY ENGINEER RCE /SEXP.fi 30 0 DATE: JUNE, 2004 (951) 479-9306 B