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HomeMy WebLinkAbout25477-SD Plan I GENERAL NOTES: CITY OF LAKE ELSINORE ESTIMATE OF STREET IMPROVEMENT QUANTITIES NO DESCRIPTION TOTAL RIVERSIDE I. Note to Contractors: The existence and location of any underground QUANTITY STREET utfity pipes or structures shown on these plans were obtained by a 1 CONSTRUCT A.C. OVER A.B. CL If PER TYPICAL SECTION ON SHEET 2. (TOTAL) 392,847 S.F. 46,830 S.F. search of available records. Approval of these plops by the City of Lake STREET IMPROVEMENT/EMENT PLAN 3"ASPHALT Elsinore does no constitute a representation as to the accuracy or 292,484 S.F. - S.F. completeness ess of the location, not the existence or non-existence of any 4"ASPHALT 100,363 S.F. 46,830 S.F. underground utility, pipe or structures within the limits of the project. CONSTRUCT 6" TYPE"A-6"CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 16,009 L.F. - L.F. The Contractor is required to take all due precautionary measures for the protection of all utilities, pipes or structures, whether shown on 3 CONSTRUCT 8" TYPE"A-B"CURB PER RIVERSIDE COUNTY STANDARD NO, 201, Z567 L.F. 1,108 L.F. I hese plans or not. Any utility damaged during the performance of the TRA C T No. ����� 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, 4" THICKNESS 104,673 S.F. 7,690 S.F. work shall be repaired or replaced to the satisfaction of the governing 5 CONSTRUCT CROSS CUTTER PER RIVERSIDE COUNTY STANDARD NO's. 209&209A.agency by the Contractor at his expense. 8,522 S.F. - S.F. -07 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 101 28 EA. 5 EA. 2. All work shall conform to City Codes, Standard Specifications for SEE COUNTY PLAN M.S. 4024 -�, I INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 201 Public Works (Latest Edition), and Standard Drawing of the County of FOR WASSON CANYON ROAD I I O,"=oacrs 23 EA. 2 EA. O,00=.07cfs ..- Riverside. It is the Contractors responsibility to be familiar with these IMPROVEMENTS. 0+a=s.ocra 8 SAWCUT EXISTING A.C. PAVEMENT AS SHOW ON PLANS. 98 L.F. - L.F. standards and codes at all times. 0, =7.eofs t=7smin. _ _.. B gig -- -- B/AURIC/O AVE 9 CONSTRUCT LOCAL DEPRESSION PER R.C.LD. STANDARD NO. 311 (CASE PER DETAIL ON SHEET 2) 15 EA. - EA. 3. The contractor shall notify the City Public Works Inspector 48 hours -- 151 -` CONSTRUCT B" TYPE"0"CURB PER RIVERSIDE COUNTY STANDARD NO. 204 _ 1,293 L.F. - L.F. prior to beginning any work. Call for inspection at (951) 674-3124 Ext. 32 33 34 35 38 37 36 39 40 41 42 43 44 I N6I 1. iAM/64 152 + 1 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 20Z 213 EA. - EA. 247 between the hours of 9:00 am to 4:00 pm Monday through Friday. _ .- 45 I I I 4, 31 46 7 nl I 1 -- 153 O p CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1000 ¢p EA. 2 EA. 4. Contractor shall maintain traffic control in accordance with Coltrane I 30 1f8 1 2 143144145 146147148149 1 0 I CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. f001 7 EA. 7 EA. Traffic Manual at all times during construction as approved by City 154 + W a STREET LIGHTING STANDARD-TYPE 10 PER A.P.WA. STD. DWG 443-1 SEE DETAIL BELOW En ineer or his rs resentative. Failure to do shall re uire immediate work I 29 1>; t4r 140 139 136137 138 135134 1 3 I ® ( ) 2 EA. - EA, 9 P q t1T1 f t55 stoppage. 28 49 50 51 52 5S 54 113 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO. 810 4B rol 112 - I � � © 148 L.F, - L.F. 114 11, CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO. 309 1 EA. - EA. 5, It shall be the Contractors responsibility to have a responsible W Y7 1 \ - 157 I INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO. 810. representative at the jab site at all times during construction. \ 2 61 80 59 58 57 58 109 106 �0 O 1 EA. - EA. 6. It shall be the responsibility of the Contractor to arrange for the T T h 28 r"- -14 - 10- 07 / t21 122 tz3 124 125 128 t271261,a t33.1cfe 1 158 t59 I t ESTIMATE OF STORM DRAIN QUANTITIES(R.C.T.D.) necessary relocation of any utilities. Contractor shall notify all utility 25 TOTAL companies involved at least 48 hours prior to beginning work. The 169 1B8 767 186 185 184 183 iB2 za 63 O,"= 7 s t61 feo its 176 a 60 o=e.oas NO DESCRIPTION contractor shall also contact Underground Service Alert (U.S.A) of 161 =1a.acfs UAN77TY 1-800-422-4133 at least 48 hours prior to beginning work. 93 iol 102 t 69min /91 asmin. INSTALL 18"R.C.P. CLASS IV.* 552 L.F. I 164 C 13 _ 182 #15 03 f�4 f05 �92 _ INSTALL 24"R.C.P. CLASS IV.* 905 L.F 7.The Contractor shall be responsible for the clearing of the proposed pp I g5 92�' 100 108 � "-'h , ,o=.acts -- h"� + INSTALL 30"R.C.P. (SEE PROFILE FOR D-LOAD)* 1,022 L.F.work area, and relocation and cost of all existing utilities. Subdivider I 1 O, = a� 193 , 91 1 17 17 173 17 t7 17 169 16 16 166 16 16 16 must inform City of Lake Elsinore of construction schedule prior to the 66 INSTALL 36"R.C.P. (SEE PROFILE FOR D-LOAD)* 209 L.F. beginning of construction. 0 100 200 400 600 800 20 67 90 `e 97 s6 95/ t9718 I ' CONSTRUCT INLET TYPE X PER R.C.FC. & W.C.D. STD. DWG. CS 108 2 EA. 8. All underground facilities with laterals shall be in place prior to paving 19 I68 89 �' -/ J/ ��` 15 I '� CONSTRUCT TRANSITION STRUCTURE NO, 3 PER R.C.F.C. & W.C.D. STD. DWG. IS 303 2 EA. the street section, including but not limited to sewer, water, telephone, SCALE: 1"= 200' 18 CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN D90 electricity, gas and drainage facilities. 0,o=9.1cts I 69 gg 2 a 2 EA. O,co=71MI fs 17 - y, I CONSTRUCT CONCRETE COLLAR PER R.CFC. & W.C.D. STD. PLAN M 803 1 EA. 9. All Street sections are tentative. Additional sail tests will be taken t=taamin. 70 B7 86 65 84 83 `��I PORTION PARCEL 4 ® REMOVE PLUG AND JOIN EXIS77NG PIPE PER TRACT 25476 6 EA. after rough grading to determine the_exact section required. Section CB#12 6 71 ro= s g� 1�9 2P IA W.H. TOWNSEND'S, a thicknesses shown are for bondingpurposes only. _ ==2 is I ■ CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. & W.C.D. STD. OWG. MH 251 12 EA, P P Y TRACT BOUNDARY t=12.1 in SUNNYSLOPE ■ 15 b2 73 74 7S 78 CB N3 12 mi. O,a=6.Ocis 79 80 81 # I I 0i�_g gay 4 CONSTRUCT MODIFIED BASIN 110 PER R.CFC. & W.C.O. STD. DWG. CB 110&DETAIL 41 ON SHT. 21. 1 EA. 10. All existing underground utilities and structures must be potholed and 77 78 8 207 g ® CONSTRUCT MANHOLE N0. 4 PER R.C.FC. & W.C.D. STD. DWG. MH 254 2 EA. O,"=5.6cfs 14�' - t-11.7m1n. elevations verified prior to construction. The engineer of record shall be I =asas - t oB#9 notified of any necessary revisions to the approved plena. The revisions t=simin. 13 - O,o=o.ecls ® CONSTRUCT CATCH BASIN NO. 1 PER R.C.FC. & W.C.D. STD. DWG. No. CB 100. 15 EA. shall be in the form of "AS BUILT" plans submitted to the City Engineer SEE OUNTY PLAN M.S. 4024 ,, O,00-1 scfs P y it FOR CyIVERSIDE OFF-SITE ce#11 !� 5 4 3 2 2t z11z1D CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 20 fora rove: riot to the final acceptance of the project b the City 'r O,o=eras 12 t=12, in. ® 20 C.Y. PP P P P 1 Y Y IMPR9VEMENTS. O,00-15.9as a. ac 1 �a 2 C�#e Engineer. 0 9 8 7 6 0 0=.ac �i3 ,o-- oa 2($ SEE TRACT 25476 IMPROVEMENT REMOVE EXIS77NG RCP STUB FROM MANHOLE 1 CBe1o10' =I m, I' I PLANS FOR CONSTRUCTION EA, 11. All existing monumentation disturbed or destroyed during constructionNIVERSME --ST STREET H.D.P.E PIPE MAY BE USED IN PLACE OF R.C.P., CI.P.C,P. C.S. SEE H.D,P,E. REQUIREMENTS AND STORM DRAIN NOTES, SHEET 2 shall be replaced to City standards as approved by the City Engineer. �M■ ■■ _ Centerline ties are to furnished to the City Engineer upon completion of _' v .-, - s� _ T OF RIVERSIDE � OR P. _ if 1t ,� � B' ARM INDEX F done within Public Rights-of-Way.. Before issuance all said permit, the _ I I I 0 SHEETS: project P 9 ::... � ,,_ ,....._.. �, i �� � �� ., � �-Q. DESCRIPTION Contractor/Developer must provide the q P" I'' 7,�. I 36" RISE 1 TITLE SHEET the ro'ect before acceptance is ranted. r T' FOR 8' ARM INDEX MAP 12. An Encroachment Permit shall be required for all construction work - "- P [0 2 DETAIL SHEET DETAILS p e City Engineer with Certificate of r: 6' Insurance, required bonding for public improvements. The encroachment I' ° 2 376 O.D. PIPE ° STEELE VALLEY ROAD PLAN &PROFILE permit must be present at the job site during the total time frame of '� ` i, "'0 L R=1 D 6 FOR 8 ARM = D r - I 4 STEELE VALLEY ROAD PLAN &PROFILE project construction with approved set of improvement plans. 8 AMBRIDGE STREET PLAN PROFILE AMBRIDGE STREET PLAN &PROFILE ,l _11 ` ., is 7 BEALES STREET PLAN &PROFILE 13. If encroachment permit is required though the District No. 8 office - I..,:., ,,, ,,,:` !, I G° ;;;,, ■ X / SIMPLEX BOLT 'I 8 BONICA STREET PLAN &PROFILE of Coltrane, please make reference to this fact in the "General Notes" 1/2 3 4 Z n 9 WASSON CANYON ROAD PLAN &PROFILE section of the improvement plans. F 10 COMPASSION WAY PLAN &PROFILE PAVING LEGEND z 11 CHAMPLAIN STREET&COLETTE STREET PLAN &PROFILE 11.5" BOLT CIRCLE SIMPLEX ARM > 12 BRABANT STREET& SAVANNAH COURT PLAN &PROFILE UNLESS OTHERWISE ATTACHMENT 0 13 MONACO STREET&RUGOSA STREET PLAN &PROFILE SPECIFIED 14 ICEBERG STREET PLAN &PROFILE LEGAL DESCRIPTION ., INDICATES PROPOSED A.C. PAVING g,5" TO 11.5" DIA. BOLT CIRCLE 15 DARLINGTON STREET&FLUTTERBYE STREET PLAN&PROFILE BOLT HOLE RAD. 11/16" 16 MERMAID STREET PLAN &PROFILE BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP N0. 19924 FILED IN ® INDICATES PROPOSED OVERLAY o g 17 STORM DRAIN LINE"B-2 LAT."B-2b"TO"B-21" P/P &DETAILS BOOK 122, PAGES 44 THROUGH 48, INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE _ oo 18 STORM DRAIN LINE"B-2°,LAT. B-2gg&"B-21" P/P &DETAILS COUNTY, CALIFORNIA TOGETHER WITH A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT o 19 STORM DRAIN LATERAL"B-2h"&B-2h1" P/P DETAILS N0. 02-08 RECORDED AS INSTRUMENT N0. 2003-169226, OF OFFICIAL RECORDS OF INDICATES PROPOSED CONCRETE SIDEWALK o k M c 20 S.D.LINE"B-1b".LAT.B-tbl,"B-tb2,8-2a,B-2a4 P/P &DETAILS RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH PARCEL OF LOT LINE ADJUSTMENT NO. _+ 21 .STORM DRAIN LINES"C-1", C-2"&"C-1a" P/P &DETAILS 02-09 RECORDED AS INSTRUMENT NO. 2003-169225 OF SAID OFFICIAL RECORDS. L o NOTE BASIS OF BEARINGS: 1. ALL VALVES AND MANHOLES SHALL BE ADJUSTED TO FINAL 2"±DRAIN HOLE THE BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE STREET FINISHSURFACE PER APPROPRIATE PLANS. R=1.5 CONCRETE FOUNDATION Z a COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983, AS DETERMINED 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT l LOCALLY BY THE LINE BETWEEN NGS CORS STATIONS"ESRW" AND "PPBF", LOC47IONS PER THE WATER PLANS. uJ o AT TOP BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING N31'30'44"W(EPOCH N wm / 2000.35). Cn s LEGEND OF ABBREVIATIONS & SYMBOLS WITH X 6.5" HAND HOLE BOLT COVER < M TR.25477 DEVELOPER: WITH COVER = u, a T.C. TOP OF CURB ` Too _ EXIST. CONTOUR 3/16 1/2„ r� x o CENTEX HOMES F.L. FLOWLINE ELEV. 100- PROP. CONTOUR o 2280 WARDLOW CIRCLE, SUITE 150 T.G. TOP OF GRATE ---- PROPERTY LINE FINISHED GRADE °d w _ _. AT BOTTOM CORONA, CA 92880-2896 G.B. GRADE BREAK DAYLIGHT LINE w / 9 TELEPHONE (909) 279-4000 F.G. FINISH GRADE Wig_._ SHEET FLOW RATE 3/16" �. -1' ;:.i " :i.1 T-I -1T SECTION OF SHAFT .. FAX (909) 273-2100 R.G. ROUGH GRADE GRADED SWALE a" (OR 6-3/4") F.S. FINISH SURFACE CENTERLINE _ oINV. INVERT OF DRAIN - 1C0' SWALE HIGH POINT GAL4VANIZI D8 ANCHOR SOL'-S m o SOILS ENGINEER: P. PAD ELEVATION FLOWLINE WITH (2) NUTS AND (2` LEVELING NUTS q� ,ram I L ALBUS-KEEFE&ASSOCIATES, INC. F.F. FINISH FLOOR ELEV. /-S__r SUBORAIN WASHERS PER BOLT -COPPER GROUND I z STRAP NO. 6. z o� 1011 NORTH ARMANDO STREET G.F.F. GARAGE FINISH FL .,,. _ - __ AREA DRAIN ] w ANAHEIM, CA 92806 SYSTEM CONDUIT 8 B.V.C. BEGIN VERTICAL CUh," -Y- TOP OF SLOPE Im (714) 744-9760 NOT TO PASS THROUGH ,e,now J.N. 1216.00 M.V.C. MIDDLE OF VERTICAL CU'VE _1_ _ -� o E.V.C. END VERTICAL CURVE m�� ROETANINSLWALL _-L__ _ FOUNDATION. (_`J Q CONCRETE FOUNDATION I P.I. POINT OF INTERSECTION FIRE HYDRANT STREET LIGHT 2" DRAIN HOLE IgQn'I0-- HAND HOLE - a E.P. EDGE OF PAVEMENT 0 g TOPOGRAPHIC SURVEY SOURCE: T.W. TOP OF WALL ELEV. +-- SOUND OR SCREEN WALL VICINITY MAP co AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03/18/1998 BY: T.F. TOP OF FOOTING ELEV. p ^ WATERNMETEC)TING OSTI�EET LIGHTING STANDARD-TYPE NDARD-TYPE 10 oe ARROWHEAD MAPPING D.F. DEEPEN FOOTING D' ❑ ".(� '� SEC.18&29 T.55.,R.4W N.T.S. L. LENGTH CATCH BASIN & LOCAL DEPRESSION 14 431 MACKAY DRIVE DESIGN C 8 �� PAGE 836.F-7,1999 THOMAS BROS,MAP SAN BERNARDINO, CA 92401 DWYDRIVEWAY 3'O.x. DEPTH OF REO D OVER EXCAVATION N.T.S.N.T NOT To SCALE A.?.W.A.STD.DWG 443 1 in (909)887-5969 P.U.E. PUBLIC UTILITY EASEMENT CUT/FILL LINE N.T.S. a 046 131N If-7-US MG ERT R VISION - PREPARED BY: PREPARED BY: CRY OF LAIC al�IOIE .� c^ USC AND GS BENCH MARK DISK IN CONCRETE Q�� HUNSAKER $ ASSOCIATES s'p MONUMENT STAMPED D 307 1935, IS 38 FT WEST RpDfzss,oro cf -� IRVINE, INC s '' Qv r N oN OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT oo p,wuootFs4�t PAUL R.HUDD ON,JR.R.C.E.58020 EXP.6/3Gj06 DATE INLAND EMPIRE REGION OF a: 1 2900 ADAMS STREET,SUITE A-15 o - DIAL Two WORKING SOUTH OF POWER POLE 19319 CWT. %�' i IIAA A VERSIDE CA 92504 (951)352-72DO FACT�• n BEFORE DAYS BEFORE - -fi N0.50020 '�_'/ PLANNING/ENCINEI RING/SURVEYING/GOVERNMENT RELATIONS 21 YOU DIG YOU DIG EMP.6/30AIe ^Y THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TITLE SHEET SHEETS 68 TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE Illh`+. ejyjL CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED;'OR: CENTEX HOMES z A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a or cAU+fo --- 280 WARDLOW CIRCLE, SUITE 150 W'0. FOR: F.O. FILE NO. o LLx UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 '-/=••4 ""- /�9/s DATE; JUNE, 2004 CORONA, !'.', -28g0-2896 n919-25477 CENTEX HOMES �I CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH K6N A,,S9UMAGo CI ENGINEER RCE 9/9 EXP.6130107 (909)279-4000 m 6.67' 7.00' 1 6.67' ci J ci J ci J Li J 3.67 28.00' 6.67' J d d r J F LL F LL ci J ti ci J r;LL 3.67 14.00' 6.67' 6.50' 7.00' 6.50' ci J Ll J ci J ci J w LJ cd 4 m OL a m m o: �J W I< a a F"LL �v: 6.67' 7.00' oci o'er 30''- pti n1L nn MM ,rgw w� 4 43 wl.: ma+ ^N a m O_ w � mLL43 m� w4 alo to mm ern ci� cS ocio d or; rnNoa Nm wJ 43 m� 04 0o d o oc onn mm rnN w � ai m 0 L LL LL J m n of 1z Id� t3 u m ci o q ci b 0 Qc0 mm Of m O)m mn JJ LL W [V cV r"lN r"j cV MN cj W Ci �. 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M^ O tC INo m N INO N N N a LL ci ,i U } >+ 2 �}} N> n p p �> t'V O V' m+ ?>} Zp 'n m N m •N w' W "t @' W W + d: + Z m Ol O+ W Cd n 't>m p d. }1iI n m N ION N n n W N j�N W + + O N N a aI N aa' m N +^I N m m O}i II N d m O ^p.•O W N 3 T _ 0 ^ N 3 Y W a M N 3 m N 3 Q O N r + J mL U�m O + f___________________________ _i N 00 c__� O N N + O O• U 00• S O ter_+3__ p N ---'i N O N S U N r ,i M 6 O O J U J W OJ : a>O Z U O U 11 O J w > m Y W W LL P Q LL Z m N N zz n m zi - W M t`•''�' W d J cj J CH J d J '°'W} II m O N `r o m m CJ J ct J ci J Li J m o ci $ r J _ N 31f1�'" _ U U UJ UJ LLO HJ �:li an L: nUcc��II mC.l LL J J b N .y,ri a U JU� UJ ULJ MM F-4 FLL HLL [V U N J N Ci w OM n n OM n U +a N' +a O,V I'tiH J H J Hti ^LL Ua II mU Illw F-LL1-w F=ti h-J O $e M +a Oi Li UJ UJ ciJ U M m M M M M Irl m + N N N N + m Y..pp� a s N N ID U t0 N 3 m n U In N O n N ++ H 11 F Lv ti J Nv n�m m NN MIO ++ }N +N +a mNn n NN p,7 In0 Mm NM m aha 43 'tea tO tO MO NO, NI]c01� Diri mn OJn N'm N 43 N"- Nm di0 <r- « a m mNN IO cp m YM aiM ari aM Mm M m M fV M N N N 43 N N t0 IN N N ,d N N N N N N N N m M m 0 m m '2 r� �Ir r� 6.50 7.00 8.50 ���� Ipo� m� O o�o `8 o p p �Io m cc m m �� 3.50' 7.00' 6.50' S S S S S rn S S 3.50 7.00' 6,50 m m�tD iO m m m m m m m 0. m m 9 C.B.#1 LOCAL DEPRESSION 9 C.B.#2 LOCAL DEPRESSION nC.B.#3 LOCAL DEPRESSION C.B.#4 LOCAL DEPRESSION C.B.#5 LOCAL DEPRESSION 9 C.1346 LOCAL DEPRESSION CASE"C' CASE"C" 9 9 9 CASE"C" 9 C.B.#7 LOCAL DEPRESSION 1 #6 LOCAL DEPRESSION SCALE: 1"=10' SCALE: 1"=10' CASE"R' CASE"B" CASE"B' SCALE: 1"=10' CASE'ClU CASE"C" STEELE VALLEY ROAD- SHEET 3& 17 STEELE VALLEY ROAD- SHEET 3 &17 SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' BEALES ST.- SHEET 7&19 SCALE: 1"=10' SCALE: 1"=10' STEELE VALLEY ROAD- SHEET 3 & 17 STEELE VALLEY ROAD- SHEET 3&17 STEELE VALLEY ROAD- SHEET 3&17 STEELE VALLEY ROAD- SHEET 4&18 WASSON CANYON ROAD- SHEET 9&20 6.50' 14.00' 6.50, Li d_j d_j d_j ciJ d_j UJ LiJ C3_j ci JciJ ciJ tiJ cdJ J d_j d_j �LLUJ tiJ�LL H LL H LL H L_ F^J 6.50' 7.00' 6.50' LJ H 4 H J H LZ H I.C.F=li H W H LL: H LL J H Li H L_ ~W LL NmpO NYS tSpMO mNnn JLL: mm N m M A WU LL m0 mM 40 d MI? 4. O Op Omm)mS M nSp LL: N d A IO A N M a Y 44 N aSS SS O0 O0 0 p OS S OncO,O ¢JL OO � nGO7 O m Ll m D .._ m (d n r>m O W ^ m' m O w + ,- + z m + ou a a m o m np w 0- `-------^----------' a p� rn N n}il $ rmi w . •- O II O W O ___� W ,-______-_� M 4 3 N _ p m0 m�i.______-__i W ___ -_p a1 p ___________________________________ o a w Q + - --VWMnp�+'•U OLL'O O mNN O" ma O Zm�iV0 O O NW n M Lim3oIn4J, 3ma O+ Q m U 3 O O j j A O cd m omYsN , 21>j> jI Z O Qm N m W m Q U J V >II I�OWMJaN LL: JiLLL Mli Cii wn m j nLL: m O O C c c J iom l m n li J UJ UJ + L4+`O Im + LL� ++a UJ U O jl . 3 tLL -D Li l+ t + Li W Q ++ + m+OD 90 mmm m.m 4 tJ � N cV A A 6.50' 14.00' 3.50' 28.0 ' r rn _ 5 6.50 m 6.6T 7,00' 6.67' 3.50 7.00' 3.50' nC.1349 LOCAL DEPRESSION 9 C.B.#10 LOCAL DEPRESSION - C.B.#11 LOCAL DEPRESSION nC.B.#12 LOCAL DEPRESSION nC.13413 LOCAL DEPRESSION nC.B.#14 LOCAL DEPRESSION nC.13415 LOCAL DEPRESSION CASE"C" CASE"C" CASE"C" U CASE"B" CASE"C° CASE"C" CASE"C" SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' WASSON CANYON ROAD- SHEET 9 &20 AMBRIDGE ST.- SHEET 5&20 AMBRIDGE ST.- SHEET 5& 20 AMBRIDGE ST. SHEET 5 &20 ICEBERG ST.- SHEET 14& 18 COLETTE ST.- SHEET 11 &21 COMPASSION WAY.- SHEET 10&21 (FUTURE IMPROVEMENTS- FOR REFERENCE ONLY) CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS H.D.P.E. PIPE REQUIREMENTS 1. FOR QUALITY CONTROL, C.I.P.C.P. PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E. OR 1. FOR QUALITY CONTROL, H.D.P.E. PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E. OR TECHNICIAN HAVING SUITABLE C.I.P.C.P. EXPERIENCE TECHNICIAN HAVING SUITABLE H.D.P.E. EXPERIENCE. 2. CONTROL CONCRETE BY MEANS OF 8"X 12"TEST CYLINDERS- MINIMUM OF 1 SET OF FOUR (4) 2. H.D.P.E. HAS A MINIMUM RADIUS THAT IT CAN BE BENT WITHOUT DAMAGE, PLACEMENT SHALL CONSIDER CYLINDERS PER 100 C.Y.,AND NOT LESS THAN TWO(2) SETS OF CYLINDERS PER EACH DAYS POUR SUCH RESTRICTIONS AND ONLY BE CONSIDERED WHERE PIPE WOULD NOT BE DAMAGE BY BENDING. R/W R/W 3. SUPPLYING BATCH PLANT SHALL BE INSPECTED AT THE START OF CONSTRUCTION AND NOT LESS THAN 3. NOTE PLAN SPECIFIES PIPE USING WITH INSIDE DIAMETER. H.D.P.E. IS SPECIFIED BY THE OUTSIDE DIAMETER. ._.._. R/W R/W ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS, BATCH WEIGHTS,AND OTHER CONCRETE A QUALIFIED R.C.E. SHALL REVIEW ANY REPLACEMENT PIPES AGAINST ALL HYDRAULIC CALCULATIONS. CONTROL MEASURES 4. PLANS CONSIDER THE USE OF R.C.P. FOR PIPE WALL THICKNESS. WALL THICKNESS VARIES IN H.D.P,E. U U 4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX (6)SACKS OF PORTLAND CEMENT PER CU.YD. VARIES VARIES 1 THEREFORE REPLACEMENTS SHALL BE REVIEWED AGAINST CLEARANCES TO OTHER UTILITIES. ENGINEER SHOULD SPECIFY MINIMUM THICKNESS AND STIFFNESS PER SECT 1.03 OF CALTRANS. -25_ .}� 1 '}. IN 5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO 12 5. TYPE'S'H.D.P.E.SHALL BE USED. -`--' START OF CONSTRUCTION .� "` .EDIA. '' " �'4 4�' PARKING L 1 PARKING K+, 8. MAXIMUM ALLOWABLE H.O.P.E. PIPE SIZING SHALL BE 48". N 4 �-RAISED MEDIAN, 4 � PARKWAY -?� 6. IF AND WHEN FLOW VELOCITY EXCEEDS 10 F.P.S.A 140'SEGMENT OF THE C.I.P.C.P.INVERT SHALL BE 3 ( `1 TYPE D CURB 3 pi' " eT THICKENED 2 INCHES IN WALL THICKNESS AS"SACRIFICIAL CONCRETE"TO RESIST ABRASION.COMPRESSIVE 7. CALTRANS STANDARD A82F FOR EXCAVATION AND BACKFILL SHALL BE COMPLIED WITH. 110) @. •. -_• •� - (STA 26+80.13 THRU N.T.S. STRENGTH OF CONCRETE FOR DESIGN VELOCITIES>20 F.P.S.SHALL BE F'c=4.000 PSI.FOR DESIGN 8. MINIMUM COVER REQUIRED FOR H.D.P.E.SHALL BE 3'INCLUDING AC/AB. TA 33+24.54) N 4 4 VELOCITIES>_30 F.P.S.F'c=5,000 PSI SHALL BE-PROVIDED 9. H.D.P.E. NOT ALLOWED WHEN VELOCITIES EXCEED 20 F.P.S. 2 2 7. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2 1/2". ( 1 1/2" MIN.TO 2 1/2"MAX.) 10.WHEN USING H.D.P.E.,JUNCTIONS STRUCTURES WILL BE REPLACED BY MANHOLES OR TRANSITION STRUCTURE THREE. STEELE VALLEY ROAD N.T.S. N.T.S. TYPICAL SECTION STANDARD 106 WASSON CANYON ROAD 8. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION,AND ROD FOR WALL T.I,=8.0, R-VALUE=40-60, A.C.=0.33', A.B.=0.67' THICKNESS AT A MIN. OF EVERY 25 C.Y. OF THE POUR AREA=92,464 SF, A.C.=2,197 TONS, A.B.=2,295 CY "A"-AMBRIDGE ST. 5TA.10+71.14-STA.22+54 77 9. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY,THE CONTRACTOR SHAI-I.INSTAL I DESIGN SPEED = 45 M.P.H. "B"-BEALES ST. STA.22+54.77-STA.30+71.53 $4 DOWELS 24"LONG, 12°INTO THE LAST POUR AT 12"CENTERS AROUND THE CIRCUMFERENCE OF CAST-IN-PUCE PIPE "C"-BONICA ST. STA.30+71.53-STA.38+49.39 ADDITIONAL NOTES FOR CAST-IN-PLACE CONCRETE PIPE CONSTRUCTION "D"-BRABANT ST. STA.10+00 00-STA 13+44 75 1. JUNCTION STRUCTURES SHOWN ON THE PLANS ARE FOR REINFORCED CONCRETE PIPE.THE R/W R/W "E"-CHAMPLAIN ST. STA.13+44.75-STA 16+68 69 FOLLOWING SUBSTITUTION SHALL BE MADE JUNCTION STRUCTURES FOR USE WITH C. "F"-COLETTE ST. STA.25+14.73-STA.30+16 7C.I.P.C.P. 1 o -A JUNCTION STRUCTURE No. 4(JS229) SHALL BE REPLACED WITH EITHER A JUNCTION DIMENSIONS OF CAST IN PLACE CONCRETE PIPE --1 STRUCTURE No.2 (JS227) OR A TRANSITION STRUCTURE No.3 (TS303). "G"-COMPASSION WAY STA.17+70.30-STA.25+14.'73 b -A JUNCTION STRUCTURE No.2 (JS227)SHALL BE REPLACED WITH A TRANSITION NOMINAL OUTER WITH OF NOMINAL SIDEWALL �(., '* "H"-DARLINGTON ST. STA.9+02.56-STA.13+66.0y STRUCTURE No.3 (TS303). DIAMETER DIAMETER PIPE TRENCH THICKNESS THICKNESS 'I- PARKING 1 1 PARKING ry', < (Interior) (Depth) (Nominal) (Minimum) (Minimum) PARKWAY 2R 29i x 2R 2. STANDARD DRAWING No.JS 227 JUNCTION STRUCTURE No.2 WHEN USED WITH C.I.P.C.P. �- 2A TYPICAL SECTION STANDARD 106 SHALL BE MODIFIED TO INCLUDE CONCRETE o BACKFILL 1 FOOT OVER THE C.I.P.C.P. D D' B t t' a♦ `` - 'b T.1.=5.5, R-VALUE=40-60, A.C.=0.25', A.B.=0.42' STORM DRAIN NOTES 72" 86" 87" 7" 7" AREA=216,666 SF, A.C.=3,900 TONS, A.B.=3,370 CY CONSTRUCTION NOTES 48" 58" 59 5" 5" ti N.T.S.2 2N.T.S. DESIGN SPEED = 30 M.P.H. } 1, FOR RCP,THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BE INCREASED 42" 50" 51" 4" 4" TO PROVIDE A MINIMUM OF 1-1/2"OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET �-CONSTRUCT A.C. OVER CIE II 38" 43" 44" 3-1/2" 3-1/2" c PER SECOND.THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F=5,000 PSI FOR VELOCITIES PER TYPICAL SECTION A.B.A. SHEET 2 30" 403 44" 3" 3" $ EXCEEDING 20 FEET PER SECOND AND F-6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. "1"-FLUTTERBYE ST. STA.11+18.94-STA.13+73.30 z .. 2T 33" 34' 3' 3" 2 -CONSTRUCT 6"TYPE "A-6"CURB PER z 2. RCP MAY BE REPLACED BY CIPP OR HOPE UPON APPROVAL OF CITY ENGINEER. CIPP SHALL BE CONSTRUCTED RIVERSIDE COUNTY STANDARD NO. 200. "J"-ICEBERG ST. STA.10+00.00-STA.16+84.65 2.0' MIN. OR AS DIR*TED PER RIVERSIDE COUNTY AND RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT CAST-IN-PLACE mmvarxA CONCRETE PIPE DESIGN STANDARDS FOR SUBDIVISION PROJECT IMPROVEMENT PLANS FOR FACILITIES TO BE CONSTRUCT 8"TYPE"A-8" CURB PER "K"-MERMAID ST. STA.10+00.00-STA"13+15.16 w MAINTAINED BY COUNTY OR DISTRICT. HOPE MUST MEET REQUIREMENTS OF SECTION B4 OF THE CALIFORNIA RIVERSIDE COUNTY STANDARD NO. 201. ^' DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. 4�CONSTRUCT SIDEWALK PER RIVERSIDE B "L"-MONACO ST. STA.10+00.00-STA.16+08.87 GRIND 0.10' 1.0' 'X COUNTY STANDARD NO. 401, 4" THICKNESS. " " EXIST. PAVE 3. WHEN CIPP IS CONSTRUCTED AS AN ALTERNATIVE,TRANSITION STRUCTURE NO. 3 SHALL REPLACE JUNCTION C5- CONSTRUCT M -RUGOSA ST. STA.16+08.87-STA.19+76.66 SAWCUT AND REMOVE STRUCTURE NO.2. OVERLA .1 M 9 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE EXIST. PAVEMENT 4. WHEN HOPE IN CONSTRUCTED AS AN ALTERNATIVE,TRANSITION STRUCTURE NO. 3 SHALL REPLACE JUNCTION COUNTY STANDARD NO 311 (CASE PER DETAIL, SHEET 2) "N"-SAVANNAH COURT STA.10+00.00-STA.12+18.43 a STRUCTURE NO.2 &JUNCTION STRUCTURE NO.4. t O5. FOR CIPP WITH VELOCITIES GREATER THAN 10 FEET PER SECOND BUT NOT MORE THAN 20 FEET PER SECOND, STORM DRAIN NOTES TYPICAL SECTION STANDARD 106A 140 DEGREE SEGMENT OF INVERT SHALL BE THICKENED 2 INCHES IN WALL THICKNESS.FOR VELOCITIES GREATER T.I.=5.0, R-VALUE=40-60, A.C.=0.25', A.B.=0.42' EXISTING PAVEMENT NEW PAVEMENT oTHAN 20 FEET PER SECOND,THE ENGINEER SHALL CONFER WITH THE DISTRICT TO DETERMINE APPROPRIATEWALL THICKNESS. 43 CATCH BASIN PER R.C,T.D. AREA=80,734 SF, A.C.=1,453 TONS, A.E.=1,256 CY nPAVEMENT JOINT DETAIL " STANDARD DWG. NO. 300 DESIGN SPEED = 30 M.P.H. o x� 8. NO HOPE IF VELOCITIES EXCEEDS 20 FEET PER SECOND. USE ALTERNATIVE PIPE. SINGLE PIPE N.T,S. NOT TO SCALE PN REVISIONS: 3F-AL-ENGINEERPREPARED BY PREPARED BY: CRY OR LAIQ<NIOI� DIGA - 7RT USC AND GS BENCH MARK DISK IN CONCRETE HUNSA IR ASSOCIATES IRVINE INC 2 MONUMENT STAMPED D 307 1935, IS 38 FT WEST RpOFESeIpN ' $ T �pQyE�IT pLAN °' OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT ,"o�Hlloocff4� PAUL R.HUD STON,JR.R.C.E.58020 EXP.8/30/OB ATE INLAND EMPIRE REGION M OF x o y� 2900 ADAMS STREET,SU111E A-15 TRAMHIM n 0o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. «& y 4 RIVERSIDE CA 92504 (951)352-7200 BEFORE DAYS BEFORE -^'N0.58020 m PLANNING/TNGINEERING/SURVEYING/GOVERNMENT RELATIONS DETAIL SHEET YOU DIG YOU DIG " Ell.5 020e THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. °' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE (�`^� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTEX HOMES c� U'2• crvl� A PUBLIC SERVICE BY DESIGNED BY; MATTHEW BUSCH DRAWN BY; MATTHEW BUSCH o<c��IFo� v�/ // / 2280 WAROLOW CIRCLE, SUITE 150 W'0. FOR: F.B. FILE N0, o z UNDERGROUND SERVICE ALERT ��i-=r�-� _ r CORONA, CA 92880-2896 ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDOLESTON PROJECT MANAGER: MATTHEW BUSCH - DATE: JUNE, 2004 0919-25477 CENTEX HOMES zi x .KEN A.5SUMALO CITY ENGINEER RCE 9Y EXP.8 30 07 (909) 279-4000 z m CDNGRE GOVftR_.ON THE,IN IDE OF ALL.REINflORGED',pONCRETE PIPES ''. '. MUST BE',INCREASED TQ PROV(DE''A MINIMUM OF 1-1/2"QVER THE�EINFORCINQ - -- -- -- --_I - CtTTS_€N FED 20€EST-PER--SECOND. TH€-dONCRETE LDESIGN.-STRE TTkL-K-T-TIES .REACiES SHALL.BE-Cc -PSI-FOR LQamES FE CEEDING 20 FEET'PER SECOND,;AND fc=6,DDD PSI FORT VELOCITIE EXCEEDING - _ 130 FEET PER SECOND.-- --' - '.- - II ♦'K I 1610 - PROPO$EDi FINISH SURFACE - � 1e10 1G1a OVER STORM DRAIN - - _ m o 4XIS a TING GROUND � m_ OkER STORM DRAM-\ h � a tV - -- HGL U m r Oy, - IMm _ X- T HGL, >. _ i - o W,' 1GAE} 1600 __ __ 1-6©0 °' _ m!,°r,' _W.S. 1599.341 z �F r' n._Catch$os5n S. T3 ) c + j516-85 Pa N 5 J',--- J ----- 1:--- _. ,-. - rig.. __-__ (In Catch BaSin)_' L.I HGLS.,95&3G3_ `0- r -' s4 L 5_40 cfs a H(,LL In Latgh-Basi)I 0j' r ! z V -10.3$fps w W - 2 N I MGt- '' _ � � z' o z a W.S.=1591.23 - - -_ Q F_29.01 cfs o,. ,'"h n: .ter w - a°°` ol. In Catcfi_Bosln _ :0 II 0 i_,,- , -¢. -- mr- -- ---, --Pz -I V, ',__'- :I SS c� ,. '.V 14.10 fps o, ( r - 590 0235 t590 vv >�I o> ��90 �r - 4 RGP (CLASS IV) t59p Cfs > ..-_ M. T. //-_' -+z z Ale 14� tfs-- � __.b`�'' `.,_�_}r91_B_ w W z CONSTRUCT 233.33-_.F. : ��., 1 o m nUc « J. .r :.NS N V -_13.45 fps X : cu>. ',._ � _- _..,., E, _. O =33.9 of. I :-I'�,___ _M1 �..30 R(P-'��-180° D ORICIPCP : I. � 7-FIi�, P,, -W Tf o ---- _.._ --- __u m -:___ m TRUCT�9�58'."t:F. NI 1 -.r EONS7RUCfi -7 4 C.f..-_.1._ -_-_ P. '•_._ O a a +u --i- o n a3 n : µ ----- '_ -_CONSTRUCT_255,02 LE,- •-,.- _.._ - : _.,_o z..-_ v z ':9 5.0'I cfs a> Z _. > ��- �.,- m,a� 5.3 cf$ m *9 -.. -.-RCP CLASS IV) _< - -. OR CIPCP 'p.. o, -.V_? 3.49 fp m ? V 12.0'� p 30" RCP 1$00-D -- V! x Ni d,a 49.0 cfs rn o _ a;ai w a o - - v ?try p- - '� - - - a: m _ 13.d9 fps om +� ONTR F±Y -Fiv _2 LAT -- _ Z_ �1 - f f C._ ._WCT 12L35 L. . CCiJS_TRUCT 17.64 LF o CONS RUCT 156.36 ILF. _ -_I,,. IAT ,$ - _-- --- -:-tq- : _ J 19' RCP (CLASS'':IV) iB"_f_$CP (clASS ro)- - -. - 36" RCP (1&00-D) OR CIPCP _ - _ I�SE WATER TIGHT JOINTS 7+00 8+00_ 9#0 10+00 111t00 12+00 13+00 PROg S » »1+t0 �# .- » - h+00 -I'- 1 0 -- - { LAB' -�2b �tAT B�2c - - a - WAIZ: ^= 40' -- - - -- _ I I I - - - y - - LATIB-2d - 6+INTERSECN ONB_2"- B! r STORM DRAIN NOTES 7+00.00 LAT"B-2d" 1+00.00 LAT"8-2e' 31 INSTALL 18"R.C.P. (SEE PROFILE FOR D-LOAD) 1587.78 TOP 8" SWR A 33 INSTALL 30" R.C.P. (SEE PROFILE FOR D-LOAD) _ 1593.32 BOP 20"WTR. 1590.19 BOP 3 SO ! '- _ wm 1590.81 TOP 18 SD O- INSTALL 36" R.C.P. EE PR - ) aNml a 1596.55 BOP 20" WTR. __ - -- . PROFILE FOR LOA m� 31 C 1595.21 TOP 18' SD 82 V! - - __ -- 1 r' -D2-- 4 38 CONSTRUCT J.S. NO. PER R.C.F.C. &W.C.O.DSTD. z �z +emu SATER°ALE'B HERE N = 31 E �0 NTERSE TION 2" I LATERAL B 2} - Di 4 _ - 3 DWG. N0. JS 229 N EE 11 52 o a +W� m LATERAL'B-2d - SEE PROFILE HEREON 31 -- - 39 REMOVE PLUG AND JOIN EXISTING PIPE PER TRACT 25476. =gam Z INTERSECTION fl �' A 43459 _ ;"O 1600.15 BOP 20" WTR.G e mow ¢z� 8+02.27 LINE"B 2" O SEE PROFILE HEREON 1+00.00 lAT B-2 �F - -- ,n�a mow C� /� 1599.10 TOP 18 SD q 40 CONSTRUCT MANHOLE N0. 1 PER R.QF.C. &W.C.D. STD. m�a 1+00.00 LAT B 2d 1+00.00 LAT"B 2d 81 S7 CB 4+ 421 43 ;� - Z 95 106 2 DWG. MH 251 'I{{�� W=28 0 V 8,50' ,:J CB 5 ' Q CB #1 ,' "w ST, 27+14.63 4 DWGSMHU 25 MANHOLE N0.4 PER R.C.F.C. &W.C.D. STD. ST A - PER SEWER AND WATER - I Q W=14.0',V=m 11 I W=7.0%V=8.50' _ PLANS FOR TRACT 547 I to - - _ - __ _y I p 8+04.42 O MH 4 43 CONSTRUCT CATCH BASIN N0. 1 PER R.C.F,C. &W.C.D. STD. � 7+45.03 BC -, , '„ ": -�-�^� � 1 � - I % 42 DWG. N0. CB 100 + . , 3 , - 10 LA_ T B _=_-� o - DETAIL "A" - MANHOLE #4 J _ - - - - iz v� J STEELE VALLEY ROAD _ W = 4 M B ^ m m , - - _`-_ '�� LAT a-zd LAT B-2a L 1595.49 BOP 12' R. -` oz �m - 1593.31 TOP 3 �759 9$:HOP 3(i-S0._ '� L�6.65 A = 3°45 9" A2 55° 6 50°' So �A _ 1592.74 TOP SWR. �� D1-3.0' 81 =1 50' B2 1 50' ` I z N oV D2=25' ClC1-513' C2 4.31' /\ N _ 1 -� I C Q CB $4 10+64.84 MH t = \/\ DATA TABLE O S7. STA. 24+64.84 43 40 ^ R1=159203' R2=159203' V N I t'1 W-70',V-5.50' 199 - S1=1591.82' S2=1591.82' BEARING/DELTA RADIUS LENGTH TANGENT NO-14'30"W 100.45' ST. A.W600' 43 1 31 F s / 1y QB 2834'OB" 1113.00' 554.9T 283.38' s w _ 208 .� ao 1 A-5546'S0 - S N H © N38'00'36"W 12.35' CB 2 sr. ST. 22+et.9a LATERAL'B-2e' IJ I II LATERAL'B-2C' 31 D ! SEE PROFILE HEREON STREET 198 0 20 40 80 120 160 OD S58-28'53"W 17.64' 11 PROFILE HEREO 1 1594.47 BOP 18" SD 15" PVC SEWER IJ 1 STA. 1+40.86 39 213 8+04.42 CL MH 4 1587.99 TOP 1T SWR. PER SEWER AND WATER 0 I I 1>D » E S41'02'S1"E 34.30' 1 II JOIN LATERAL'B-2c' 42 LINE B-2 PLANS FOR TRACT 25477 SCALE: 1" = 40' III 1 PER TRACT 25476 SEE DETAIL'A' QF N58'29'08"E 61.14' ucRFnN © S213012"E 34.30' ��3 3tiH RR- 7,05 v, EA R T REVISIONS: - PREPARED BY: PREPARED BY: CRY OF LAIKE ELIBM o USC AND GS BENCH MARK DISK IN CONCRETE _ HUNSAKER d[ ASSOCIATES17 _ MONUMENT STAMPED D 307 1935, IS 38 FT WEST �iQpOFES510 IRVINE, INC SST ��' FN OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT ,"o�vvoo�es4 \l PAUL R.HU ESTON,JR.R.C.E.58020 EXP.6/30/06 DATE INLAND EMPIRE REGION OF DIAL TWO WORKING �s�olll RIVERSIDE CAS92504ET(95UITE -- 5 TMCT N0.Z6477 SOUTH OF POWER POLE 19319 CWT. BEFORE GAYS BEFORE ,vNO.58020 v THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STORM DRAIN LINE B-2 21 YOU DIG You Olc y 2 E%P.8/JO/OB / FROM STA. 6+44.58. TO 13+00.00 SHEETS HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. II"N THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR EllTOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. GATE 11, CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH 9�Jf°�/cAL,Fr� o/ Q Q_ _Q / / 2280 WARDLOW CIRCLE, SUITE 150 W'0. FOR: F.B. FILE NO. o UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH f�- ro.-.vF� /ep(Or DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES �x REN A.SEYMALO CITY ENGINEER RCE S /SEXP.6 30 07 (909)279-4000 z I I I I I I I I I I _. I -' --.-.. , IN 1'1PE_'X': - : - -� 1119 84.36' _i..._ apt F �I R,JPO ED FINISFI S RF I I, xo .....; :...._L._. _ :...__...L.. CE L. .....'.....'. _....._''...._: _�._..... ' '...._'',..... .__':.....�4 � '� OV R TdRM':DR INI ^I, I I I, 1 I I I I ..., '� I I '. ', -- �--- -!- -': --- r------ , I I __.. ._!.... , _I_.._ f I fi�C �I m: �. } _.. ..._.� r1 L. I m: ! I H6L I I I �, _.Ako - 1 L. �; i o a 4 i ol20 .... xN o d p I ...._.� ....._..,,. .............. .��',....... 1:62 .S''.=1_ .74Y -'... .�.. :..._...$.v..r :';.... .I .. . _._.. ...... .':. .I:)q..fy0}cly._9 ,_...._._:. EXIIBTING IGR UN c S #+o ' ) sv { - -- I_ _ I I _'.._._. _VVER STORM �R IN I I r ._: ! r � lL..' i I I I r - I w I I I I I g : I I IN HLL ' I I � j I ml z I If: ry I I i !I 1 V�`'" ' U���-'-".'.5• �fP� 19{ - m: 9 cfs 1610 ^p 1'fr1, ' _..------ -1 .._.... :_......... ........_...^�'- .4 cfs.'- ad + '......I :.._.....L.. �' .....I ±o,.. I ' . -. ...... ..... 1 .o ir...:,,.... _........ .L + ....,...... : ..1.6„ qC2'jC44S5 1V _..,. ;.....�._. ,...1.._... 'I. ........ ''.V 1 1.91 fps ^.c :�I`r IVwYp 5�26 fps .* ......JL.. - - i'--U 1 U E AT R rTIG T JOI I 4:U F.. F 1; - - I. � �, !. I :. L• I £-ON5-RkJCT 2 .74,L.ry. ; �, 1 ........,.. I _...... ._.:;... 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CB 108 52 17+08.87 LINE"B-2= LAT B-2h 106 111 �'� "' ( 1+00.00 LAT B-2h 36 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. &W.C.D. STD. \ / A=34"39'57' DWG. TS 303. I N (`------ �' /B 38 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. STD. JD� \a r :\yM.O.C.-�CB1343 BEALES ST. PLAN M 803 \ I W=7.0',V=8.00' n 40 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. &W.C.D. STD. LATERAL "B-2h a-DWG. MH 251 I i6U.86 TOP 8" SWR -CB p6- " PER SEWER AND WATER INLET TYPE'X' LATETik -2 �-=�5 6 r :' SE 9 �. STA. 29+91. 1 19+84.36 r 36" CMP 42 CONSTRUCT MANHOLE NOA PER R.C.F.C. &W.C.D. STD. SHE W=7.0',V=6.00' 43 20" PVC WATER 35 D2 DWG MH 254 E P FIL HE 1615J0 BOP 18 SD 1618.02 BOP 20 WfR. 1626.25 TO A _ 1 16T1 69... w 20"YiTA 46 T4' O� : 47 PLANS FOR TRACT 25479 - 43 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D. STD. U 115 T ..., 1619.28 TOP 24" SD D1 _____ DWG. N0. CB 100 `-" " 19+14.47 PCC �' 1621.60 BOP 2 WfR. _^ _ - " �• 161fi.10 TOP 24" SD � I 1 1 Q�72 TO '18 SP ��CRETECDLLAR 1618.08 BOP 12 W?R. b� a ,.} 14+22.69 .... PU i _.. .. '=.::.... .._.1616.48 TOP 24 SD ;-i �...... E Q41 3 LOT X 1 'P792`8DP=1-2 -Wf.: 19+51.85 EC - +y ,,.. - 16 17 a DETAIL "B" _ TRANSITION STRUCTURE #3 .M- 13+25.83 EC - -� 14+75 83 BC w �--- _ 4 _ BOP 18' SD 6 °3 7 H ■ LATERAL. B 1• ..,,' L- 93 A-34 9,5 r• 33 1611.45 TOP 1s swR. D1=2 5' B=2.0' DATA TABLE r�yy iNTER$EGTJIIIF STEELE VALLEY ROA - o2=2 0' C1=5.4z' d ., i'4+2073 LINE..B 2 r R=1613.82' RI /DELT RADIUS LENGTH TANGENT z 8 t+00.00 LAT-'9-2g - 5=1613.79 i E 1'19'47" 1113.00' 25.83' 12.92' 193 _ 'r,' ... _9'25"E A 150.00' 0 3 - �0 192 iL7+0887 LINE 2'J / 7 - 116 © N230Ti6" 1087.00' 438.65' 222.35' o 0 14+22.89 MH 1 191 _ w-':•0'/,{V=5.50 43 `, 4T35'40" 45.00' 37.38' 19.84' o -STA. 34+09.73 S41'03'31°E 20.88' i A 34 39 5T 12l) .L. .. '. ', P a 4 190 I 118 117 0 20 40 80 120 160 (Z 45-10'44- 45.00' 35.48' 18.72' INTERSECTION ©LINE"1341 S60'20'35"E 36.89' PVC SEWEF75 PLANS FOR TRACT 25479 �+00003LAT"2g BONICA ST. ' E P IL' E2E 31 SCALE: 1" = 40' HQ S68'23'13"W 61.74' R SEWER AND WATER LINE B-2 P� ]" R TMG /' BENCHMARK: REVISIONS: - PREPARED BY: PREPARED BY: CII'Y OR Lmm ELSEDIE rlyHUNSAKER do ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC STREET �R� 'T PLAN 8 MONUMENT STAMPED D 307 1935, IS 38 FT WEST RpOfESa�� _ '- o p000( N4 PAUI R.HUDDL ON,JR.R.C.E.58020 EXP.6/30/OB A INLAND EMPIRE REGION OF 0°•` OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT F'Qv�e• �'r fy1l 2900 ADAMS STREET SUITE A-15 TRACT NO.2"77 o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. �' I RIVERSIDE CA 92504 1951)352-7200 BEFORE DAYS BEFORE "d`N0.58020 '� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STORM DRAIN LINE 'B-2' 21 YOU DIG YOU DIG EKP.E/00/0e a is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA.13+00.00 TO END SHEETS TOLL FREE 1-800-227-26OD MARK DESCRIPTION BY APPR. DATE III\�+r o V` R.� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTEX HOMES A PUBUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a°F CALl- 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.D. FILE NO. o UNDERGROUND SERVICE ALERT ELEV. 1425.7fi NAVQ 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER; MATTHEW BUSCH � """ /f/p/r DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES x KfN q.Sf {O CITY ENGINEER RCE N5 EXP.8 30 07 (909)279-4000 z m I :g 1.T - 1 1 ..:........:I L-_.. 1....... ._.....�!.. ... .....:.._ i... .. I I ''' : .., :..... 1 ..... : ., L,.._L._L.....5. _I _.., _' --.L"' _____.- .._....:....... ....:. I _.-' -I : I I +1� I 1 :_ -... . --- I i + 1 I l � I 1 1 I I _ I I - 1 L": I + I - : I j 1 I I I L. 1 _.! - - - r _ 1 - ---- .. -.._ I L .. PR�POISEtl FINISH ROUND I I I n I I _..._. --- 1 - . 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I : -Ir'I ILI I i 'j �. .i... _ ..... L.. 1.(, i� 24 RCP (cLAs Iu.) 7+00 6+00 5+00. . . 4+00 3+00 2+00 1+00 .I P _ . ROFILE SCALES 1+00 HORIZ.: 1"= 40' . VERT.: 1"- 4' 20" PVC WATER 35 B" PVC SEWER PER SEWER AND WATER STEELE VALLEY RD. PER SEWER AND WATER PLANS FOR TRACT 25476 15" PVC SEWER , PLANS FOR TRACT 25476 SD LINE "B-2" PER SEWER AND WATER SEE SNiEET 18 PLANS FOR TRACT 25476 —. % 4g 46 1sie.n.16�oECz4 so rice 7 NORM DRAIN NOTES 44 ## \ 42 '',. 43 1 I'STA.34+ 7 31 INSTALL 18" R.C.P. (SEE PROFILE FOR D-LOAD) _. -.._.. - _ i 47 W 7.0',V=5.50• 43 7'1 .09 BC , -\ CB 6 32 INSTALL 24" R.C.P. (SEE PROFILE FOR D-LOAD) EM:EN ' 41 ' ',V 800, i� I " 19 35 CONSTRUCT INLET TYPE X PER R.C.F.C. &W.C.D. STD. 2s S , 40 4+'2- MH 1" ..' ,�.I .- . ro ... /,,... / ,.... LATERA - DWG. NO. CB 108 9Y - -1 " W-70 B " ' SEE PRO SH 18 40 CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. &W.C.D. STD. a MH 1 5 32 1 STREET �� - 1611 45 T ,.15"3WR- DWG. R 251 \ 4 43 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D. STD. 1 fi39.0 TOP 24 SD 5+7 94 _,�-- g1:A�,_ - .,t. 1617 4 BOP' 58:" w - -��''11 '_ _ ,,� "'_� 1'_ ...-- - 1611-92 TOP Y4 WR- DWG. N0. CB 1D0 .2 �/( - 0''y I : 1613--8_TOP B' SWR. 1.: d 32 E 1616.48 T -- ' �'.; 'I, +19.50 EC '., 2+88.15 BC 2, 12 WT-1617.9 1615.7 IjOP 18 SD / I c I DATA TABLE o m 6+10.75 EC �--i � F � 4+79.49 BC 113 114 115 1 8 +�-' \ ;. 1 I 7 PR �, 112 1 ! ',' I I 120 BEARING/DELTA RADIUS LENGTH TANGENT z V` QA 547926 45.00' 42.67' 23.09' g ry N -� 1.1� 7 80 PC 111 `, 31 J A ATd AL'B- h1' fSTEELE VA�,LEY RD. 1L7 08 87 LINE INTERSECTION"B-2 3 O N71'36'S8"W 143.49' o , � \ '8 IPVC WATER SEE PROFILE HEREON SD LINE " �� o PER SEWERAND WATER 2 © 15'2721° 497.00' 13334' 67.0T PLANS FOR TRACT 25479 SEE SHEET 18 A=34°3s'sT �V Dp N56'59'19"W 59.99' o N 54 ::� 5•}. 40 1+52.67 MH 1 �1616.10 TOP 24" SD MA�� 1618.08 BOP 12" WTR. EQ 13'54'17" 297.00' 72.08' 36.22' a. MQ1Z ECTION . Q 4'00'52" 303.00' 21.23' 10.62' A,I +5043SLINE"B-2h"= © 96'39'12" 22.50' 37.96' 25.28' 2D 4D BD ,2D 16D LATERAL "B-2h" Tg 1+00.00 LAT B-2h1 Ha NO'13'31"W 108.34' SCALE: 1" = 40' 0 35-43'28" 45.00' 2B.84' 14.94' i, vbl 0,1i 11-7"tlS QJ S26'36'58"E 32.53' V n D, � G LERT . REVISIONS: PREPARED BY / PREPARED BY: rET HUNSAKER ASSOCIATES Cff OR Lm SAMM m 'E� USC AND GS BENCH MARK DISK IN CONCRETE 9//,r IRVINE, INC 1 9 �� MONUMENT STAMPED D 307 1935, IS 38 FT WEST "OPE58,pA, 9. STRMT RAMME i' PLAN OF CENTERLINE CALIFORNIAD30HIGHWAY 74, 33 FT �,o aau0ntfa4 f� PAUL R. DLESTON,JR.R.C..58020 EXP.6/30/OB A INLAND EMPIRE REGION OF o`er_ DIAL �qy y11 2E00 ADAMS STREET SUITE A-2 �A� 2�n TWO WORKING SOUTH OF POWER POLE 19319 CAT. 3' 4 % RIVERSIDE CA 92504 I951)352-7200 BEFORE DAYS BEFORE =2"NO.58020 'A m1 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LATERALS '8-2h' & 'B-2h1' 21 Sr YOU DIG YOU DIG $ EXP.B/DO/08 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR. DATE �('"�, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS oy TOLL FREE 1-800-227-2600 l 1 o1V111 CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: i°=40' PREPARED FOR: CENTEX HOMES i A PUBLIC SERVICE 9Y DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH 0e cAUFO"? /J a 2280 WAROLOW CIRCLE, SUITE 150 W'0. FOR: F.B. FILE N0. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH -I' -./,- !l 09 of DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES .1 c. "N A.SEYMAU0 CITY ENGINEER RCE A EXP. In 07 (909) 279-4000 z m i I , 1 ! I I I I I I I I + I 1 I I I ..-......._.....-.... ....I I ...1.1 {.I1III� I..._......-_..._-.......-..7..-�{'IL,'. .,._..�i!III:I�..._.�-__..-.........-...._..._.-..._..-._ III 1IIi I:0 _.,:•:>�I:•II{III'-I`_........_.._,..__. ._...I III,:.�,I:I�'�,_....B....aQIIIlII r•1IBI'I:^..o 1 2......�wo. _..-........_.. ...._ ..�..�,II�,I .:I p;:'.'o. I I I.. I I I('"��♦.'^...A.'�1..J� m y LII 1'1I I } I_ . ... -_ .. : __ _-DRAIN -_- w 1 .2 a�iI ....-.....I .- P,IIII:POOED FINISH'SUAE OMRAIN OVE S T om { 100 }g0 0 Inca ch IB3in w^�1I .V. �_\ HG ---- IW.S. iS94.23 Tn Cpfc W.S._j59 .3 24 STUB Basin) "Q u—Bas��) �.. W.C' h"2.s3 4 HOL as1_ I 1 in Cach , ...... _,.._.._ � .......... I --.a--.- -._-...--..... .._...J. -.-.- _-.. ,III,II� - .-.-..--.,.._. .... _-- 1 .--..-.-.�3'.- ., 1 i.. .j i7#01 : c 25�v8.79 fps .Ii m ONSTRUC 87 L.F.n / + CONSLRI Cl20._L;F. o 18_RCP CiFS 1:8„ MRCP (CLASS IV. US WATER- IG{T JON OUSE WATER TIDHT JINTS K, g1 w_: Q P -.----c u .9 cf�.5, .._ 9 as_. a _ 468 I.. 13.10 f_:.. i ..... 1 t +TR CT . 5 L F CO C 1F__ _ NSTRUCT 13,42 LF.:—L 1 , ......... 1y...-- +..' I 1a° RCP (cuss w)USE WATER 8.. R P QCUSSI2 ...._._ TIGHT DINTS I ...... 1 :' I . !! _ ,t 9b .b �!LtfiE -- ---------- RE,IMPRDI REFER ONLY) I I L l _ , . 2+00 3+00 4+00 1+00 1+06 PROFILE SCALES 6+00 5+00 1+00 STORM DRAIN NOTES HORIZ.: 1"= 40' 3 INSTALL 18" R.C.P. (SEE PROFILE FOR D.� - ...- _--... .._..w.....-.-......,.-. .. .-.. ...L.F ....-�.... r-..-'... ..- .- O...- �..., I 4 I A � 1I 1D-9) VERT.: 1'= 4' 3 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &G: W.C.D. S.,C� .,l.....- _D...._.. .. .... STD. PLAN M 803 REMOVE PLUG AND JOIN EXISTING PIPE PER TRACT 2 - .5_ _.-- I 4. - .._.- ...7 .-._6.'. '..- '. CONSTRUCT CATCH BASIN NO. 1 PER R,C.F.C. &W.C.D. STD.-. - .-.... DWG. NO. CB 100 T/2 N0. 4 BARS 2D or 2W 4' MIN. o-4 REMOVE EXISTING RCP STUB FROM MANHOLE. FLOW 0 + r ITA 9209_TE PER TRACT 25476EXISTING PER TRACT 254 _ . UPPER SENPROFILE HEREON LOWER MINIMUM ABRC LAYER E VELOCITY ROCK THICKNESS R STCONCRETE I3— Ft/Sec. CLASS (T) FILTER LAYEPENETRATION 0+81 14 SAND ' W 7 0 V 804PER TRACT 25476 12 13 14 6-14 1/4 TON 2.7' MIRAFI 70 14" 14-16 1/2 TON 3.4' OR EQUIVALENT FABRIC LAYER In 108 1 TON 4.3' AS PER NOTES 2S' MIRAFI 70OX OR EQUIVALENT1588.30 TOP SD 5.4 BELOW 29° SAND 1590.67 BOP 1 ;WTR. 2TON SILL, CLASS 420-C-2000 CONCRETE15 6-2 FILTER FABRIC: (IF SHOWN ON PLANS) 8"PVC WATER MIRAFI ENT SECTION D D ASSON LATERAL E`1 1' 594.28 BOP 1 ' WT PER'SEWER AND WATER FILTER BLANKET MATERIAL SHALL BE 12 THICK&WELL GRADED m SEE PROFILE M REON 31 D151,62 TOP 18 SD PLANS FOR TRACT 24 WITHIN THE LIMITS SPECIFIED BELOW:5I N %SM3+42.60 B B dP18SSD SIEnCCOLLAR 1589.84�0P 8 WR AR(BY Weight) RACT BDUF- A"ce i 159249 W70' 8 00 43 12 100 CB 9— 8 75-100 3+7Z95 2 43 40-60 CONCRETE PI W=7.D' 8.56 5-25 0-10 CONCRETE CHANNEL SE PROFILE HEREO LATERAL'B-2a W g > FUTURE IMP, REFERENCE ONLY C CLASSES 3 A JOIN LATERAL'B-2a4' 39 as TON 1/2 TON1/4 TON PER TRACT 25476 2TON1 6'WIDE SLOT TON 0-5E TO50-100 0-5o CB Ti 1 TON 95-100 50-100 _- ._. __.. 0 o0�z2 TON 50-100 0-52 p W 14.0,V=5.50' 4 'U10 95-700 50-1001/ TON 72 43 200 lB 95-100 W W-28.0' V-8.00 ws R � 31 E _r DATA TABLE SEE PROFILE HEREON 8 PVC WATER ROCK SHALL BE EITHER QUARRY STONE OR BROKEN 20 or 2W 3D o, BEARING DELTA RADIUS LENGTH TANGENT 0 PER SEWER AND WATER CONCRETE,COBBLES ARE NOT ACCEPTABLE PLANS FOR TRACT 25479 N E 1 DE 0000' 45.00' 35.34' 18.64' T25 SECTION E g S45'40'00"W 15.30' PER TRACT 25476 N43-57'07"W 13.42'RIP—RAP ENERGY DISSIPATOR DETAIL o zo 40 eo 120 160 LINE »B— boo N.T.S. Q N53-37'13"E 19.01, SCALE: 1" 40' 15-06'51" 45.00' 11.87' 5.97' S38-43'02"W 12.07' REVISIONS: PREPARED BY: PREPARE BY: RTOF LAE IBNIE z HUNSA ASSOCIATES xt DEA RT USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC 2 MONUMENT STAMPED D 307 1935, IS 38 FT WEST 8" E �r .. STFA PLAN - �� DIAL Twa wo6aNG OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �,J�eaoacLs �\�111 PAUL R.HUDDLE oN,JR.R.C.E.58020 EXP.6/30/06 DATE RINLAN AMS STREET SUITE A05 /� OF 2900 ADAMS STREET,SUITE A-2 00 TAAV e NO 2"77 SOUTH OF POWER POLE 19319 CWT. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STORM DRAIN LINES 'B-1 b' & 'B-2a' o BEFORE DAYS BEFORE - 21 YOU DIG YOU OIG W a XP.6/30/08 / i . SHEETS g HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. I°` THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR AND LATERALS B-ibt', B—tb2 & B-2a4 TOLL FREE 1-600-227-2600 MARK DESCRIPTION BY APPR, DATE II1� �' CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1740' PREPARED FOR: CENTEX HOMES z N A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a°r ceE,eolr 2280 WAROLOW CIRCLE, SUITE 150 IN.0. FOR: F.B. FILE N0. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH CORONA,'- " /� DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES ZI E x K!N A.SFUMALO CITY ENGINEER RCE#Sd9AS EXP.6 30 7 (909) 279-4000 z m _L._.__.__.. .. I ..II I I -- a '-- I I ---.. ...._.. I I I I I I li I I I I 11 I I I I, I 1......._ I I - I I I _l I 1 I - I I I -- I I - I I I I I i I i I I Ir I I I I I I I -I r - I r,. ; -- I � - I I I I I ' I � II I I I ..JII II . II �- 1610 ..rL... .... - - . tend I I I` I ....I �-- I I r I I I I , .rL _ ...._ I:I...........i_ II ;......... -I-- .......:... I _.......:.... ..:....'I. :.............. !L.......?cxI w '11.n.", wa..n.... ti TvO.i..I.. mNmiwn .... { I I I �IgRENlA DAR�AIN� I ..... F L I I '.,I,-.. ...... EL 11b OU 2 SUR o I c a .w e - ! IDEW J. I 1 HI .. � atch Hgslnl 5 ...#mL 7 . ... y.._._......L..... L...�- .!.. t ......�.�T 174:TO(T TRIP-RA �=0t90 00 6102 _W,Sz,1. .7.. 8 iif 6 JdGL L... . - In Catch:Ba L.... 112 X,� 7 i� 4t __.. .i_ .._ I ;..... _,�.... I I I I I ---' in 59 .8 uiq I _.. ...,. .... ...... I I, jM0 FIEF CBfi10 4'W'X�'L XI5.9b'H)iW/.'. I 142 TOW R P-, ..... ..;....... .. '........ .!. ... 1 � 11 -112"'DIA PE F1 Aff 1 ER IW 96-1":. ! ! WDiSS(C'X. : - _ �I 'I _-�L_.. - �FRO�F'E!'F1595'6 1:97: -- - - --: il... . . 3i4 ,T HEST -1 i... - ...!REgI - .......... - ...... _ Jr.. . .. . .. ........:....: ......:. '_._..1_.. L.. ....__..: (1.�L X 2.0'H,B'T.. L=1$97,0 , -I RECTANGULAR WIEIR ... .... 1.6.,0 .G.P,4... 1. "R Irn : 2. Y.':X iLTS" t=1599`35- 1 __,;-... ... ..._. ....I,._. .....I� ...:_...._ .. ...I.... ......¢... ...'................ .... , L....._ go _': Q' -li 3312 Icfs':°p h •0 18.8 ct :.co ri. ioor 1�.B cf11,n :. �^w o I^ 5::09:: f's '+ ( ),�'IoT I ..., .........w. ..,N.. _.. ..__........ ...�. .... n .rude_........... _...._........h.. , ...._ ._.... :....5..+ ..,...,..,, .... . .... I........ ..m.. P.. .. i _, e':m of +�`i 3.�3f N t7 : : :+.rn 4 . ..II L..........-. ....'I II ..� F....... .. ..-II.... L....°..., .. }. ....... - .:.. -I....: w V 3. 8 fII+umi :,n v]V 3.83 fP +:umi I'IN P c :. I. I � + I, NI I I L.... ., ': � :.... I,... : : I , .i.... ;..........� I - I - ...... _:._....!. of C NSTRU 1 .65 L.�. _._ _I_..... 8 I ... 2 CP' CLASS IV ',. ..... T ..w •.�:,, 1... .. CON R CT 51.�9 (.,F. CONSTRUCT 48163 L.F.I 'CONSTR CT 41:73 L.F. V 1!4.18 fps - r..........:.. P 3 CP:14tltl RCP 11�OIf b I '� T5 _ � 1....J I i4 0-, _ i I I II I USE WATER ITIGIHT Jfl ': I I I I L� I cc I I )J5E VfgFE�2 dpfN�fS :�JS� WAi�R-F{G�FT +�IiS ({i {q'1 I I I L It !: ;. ....30'...RCk..-(L III) -- i ......._ ......... .:..._. _,....._ ........ ._.._.I_... .._.L._. .__L...... + I I I I ..... ...... :. :A......-t L � R� : t� : I I .......;'-- I . II �,.......,.. ...- .....Q. A1!. _C . , M 0`N 1+00 2+00 3+00 1+00PROFILE SCALES 2+00 0 . . -,- " HORIZ.: 1"= 40' VERT.: 1"= 4' DATA TABLE BEARING DELTA RADIUS LENGTH TANGENT R15ER NUMBER OF COLUMN NUMBER OF ROW NUMBER DIAMETER�OF/ SIZE In(ft)COLUMNS PACING(ft) ROWS SPACING(ft)OF HOLES HOLES In(N51'22'S5"W 56.52' 12(1.00' 12 .262 8 .286 96 1" (.083' 1-1/2°DIAMETER AIR QB 49-44'29" 45.00' 39.07' 20.86' VENNiT IN THREADED CAP © St'38'26"E 14.23' QD 53'07'48" 45.00' 41.73' 22.50' ROW O O 01 1"DIAMETER ROW O O O WATER QUALITY QE N88'53'46"E 42.55' W=4.00' OUTLET HOLES 01 N4'17'56"E I 1 19.1 7'j 0 0 0 NUMBER OF O O O HOLES PER •�` w PROFILE 0 O D.I.P. OR STEEL `f LOT AA rYP§A j l " 000 -RISER PER PUN F� 50'I LOT BB )„�• WEIR INLET WEIR INLET a - BASIN "C" J E J w. /• 3; WEIR INLET 4 - Jde 20' S.D. 1597.36 BOP 30" SD ... ...-.. .... 1 ... ^r. EASEMENT 63 64 �\ 1+95.59 EC RISER INLET }=�� CONSTRUCT 3 X��3 N 4 THICK '! >/ 1592.64 TOP 8 SWR. ° AROUND AND BEM RISER PIPE ..... ........... ......... -- -... ....... ., 62 4 �/ TOP VIEW ®BOTTOM OF LOWEST ORIFICE HOLES E OULET PIPE HAS BEEN SIZED TO CONTROL -TRACT BOUNDARY a 11�WX15'LX3.4'T 1+56.52 BC ;' n 2+07f9. MH 1 1/2 TON RIP-RAP SIC INTERSECTION - X / _-® `I',;, i '2+0 2597.55 BOP 30"• '78 OVERFLOW INTO THE CONCRETE RISER. +.L "" 1+ 4.69 MH 1 �m #52.99 LINE C 1- B RISER INLET ,1+00.00 LAT C 1a .. 'r 1596.37 TOP A LOT AA HH=1P.0 37 0' 3 CB#124+7 .89 BASIN "C" - w ta.a',V=478' 43 W-+ soT 9 WX12'X2.7 T �,l - 33 1 77 1600.50 TOP R° (2)22..J SIDE WEIRS LINE !!C-2!! `0 2)-2.JO'LX1 15'H WEIRS (1 EACH 1/4 TON RfP-RAP r'N 34 C (1 EACH SIDE) 1.50'LX2.70'H WEIR 44 20" S.d. p \ •50' 1.50'LY2.70'H WEIR RISER INLET 2d0' EASEM5AT m FINISH GROUND GRAVEL F'LATER L'C- ' f,0 159Z80 PER PUN 1.5°-,r A=3' WALL THICKNESS SEE PR'FILE HEREON ,@ CB�115 BOL EL RISE NLET 'yA T=8° z 5 : I IN00- O .. �62 161 ��� 1594.60 GRAVEL II PIPE D=30° 33 L \P. (SEE PROFILE FOR D-LOAD) UNDERLINE CRA 6O ' WITH FILTER FABRIC -� 34 IN .C.P. (SEE PROFILE FOR O-LOAD) U `' (MIRAFI 700X OR - 37 �N UCT HEADWALL PER CALTRANS STD. PLAN 090 O 0 oars /� EQUIVALENT) CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. &W.C.D. STD. s LINE !I C FRONT V/EW SIDE VIEW DWG. MH 251 41 DWG. CONSTRUCT MODIFIED BASIN 110 PER R.C.F.C. &W.C.D. STD. CB 110&PER DETAIL 41 ON SHT. 21 Sw 0 20 40 BO 120 160 C�WATER QUALITY RISER INLET 43 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D. STD. LL -- - DWG. NO. CB 100 MODIfIFD CHI TO 44 CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 20. p SCALE: 1" = 40' (MAINTAINED BY H.O.ATSUNLESS OTHERWISE STATED) V-0,3 0 Iv IT• ?-C> a P. D � � � �° IERT g REVISIONS: PREPARED BY: PREPARED BY: CRY OF LAIC ELMIOIE Z USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES rr MONUMENT STAMPED D 307 1935, IS 38 FT WEST Rao(E9srGA, _�J (oL(L�i IRVINE, INC S I RM I' �O�r �N 2 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT ��o aNuuuccs4��1,. PAUL R.HUDD TON,JR.R.C.E.58020 EXP.e/30/06 DA INLAND 2900 MEMTPERE S ITE A 15 TIRI NO.2"77 OF 0 o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 3' �''o RIVERSIDE CA 92504(951I)352-72UU BEFORE DAYS BEFORE w N0.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STORM DRAIN LINES 'C-1 & 'C-2' g^ You OIG rouDlc EXP.B/]OPoB ; / AND LATERAL 'C-1a' HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. I� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR SHEETS TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR, DATE III�� c CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1°=40' PREPARED FOR: CENTEX HOMES A Pu6uc sERMCE 9r DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH ^f oP'pAIAF / 2280 WARDLow CIRCLE, SUITE 150 W.O. FOR: r.ra. FILE NO. d - UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-254777 CENTEX HOMES ZI LL x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KAW A, UI1 LO CITY ENGINEER RICE 5 i EXP,a 3a G (909) 279-4000 Z m