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Home My WebLink About25477_IMPV_ST_1-21 I. GENERAL NOTES Y g CITY OF LAKEEL SNORE ESTIMATE OF STREET IMPROVEMENT QUANTITIES UOTAL • NO DESCRIPTION TOTAL RIVERSIDE 1. Note to Contractors: The existence and location of an underground utility pipes or structures shown on these plane were obtained by a 1 CONSTRUCT A.C. OVER A.B. CL 11 PER TYPICAL SECTION ON SHEET 2. (TOTAL) 392,647 S.F. 46,830 S.F. search of available records.Approval of these plans by the City of Lake -------- --------- -- Elsinore does no constitute a representation as to the accuracy or STREET IMPROVEMENT/EMENT PLAN 3"ASPHALT _ _ _ 4 SF. - S.F.100.36 completeness of the location, not the existence or non-existence of any 4"ASPHALT _ f00,363 S.F. 46,830 S.F. underground utility, pipe or structures within the limits of the project. CONSTRUCT 6"TYPE"9-6"CURB PER RIVERSIDE COUNTY.STANDARD NO.200. 16,009 LF. _ L.F. The Contractor is required to take all due precautionary measures for the protection of all utilities, pipes or structures, whether shown on 9 CONSTRUCT 6'TYPE A-8"CURB PER RIVERSIDE COUNTY STANDARD No.201. Z567 L.F. 1,108 L.F. these plans or not. Any utility damaged during the performance of the TRA C T No. ��A77 4 CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401, 4"THICKNESS 104,873 SF. 7,690 S.F. work shall be repaired or replaced to the satisfaction of the governing 5 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD NO's. 209&209A.agency by the Contractor at his expense. 8522 SF. - S.F. 2. All work shall conform to CI Codes, Standard Specifications for 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG. NO. 101 28 EA. 5 EA. City p 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 O,o=.oasis 23 EA. 2 EA. Riverside. It is the Contractor's responsibility to be familiar with these IMPROVEMENTS. 0,o=5.Oa19 O,ro=.07a1a 8 SAWCUT EXISTING A.C. PAVEMENT AS SHOW ON PLANS. P tY � 98 LF. - L.F. standards and codes at all times, 0 7.9cls t=7.min. CB rrm�T11= -- MAURICIO AVE 9 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. 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 8"TYPE"D'CURB PER RIVERSIDE COUNTY STANDARD No.204 112g3 LF. - LF. prior to beginning any work. Call for inspection at (951) 674-3124 Ext. I 32 33 34 35 36 37 38 39 40 41 42 43 I 161 - _ i 1 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207. 213 EA. - EA. 247 between the hours of 9:00 am to 4:00 pm Monday through Friday. - µ 45 1 IS', 1152 1 31 48 7 ,t71 -- ' t p CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1000 40 EA. 2 EA. t 2 143 144 145 148 147 14 149 1 0 4. Contractor shall maintain traffic control in accordance with Caltrans I 30 - tt8 53 I CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. f001 7 EA. 1 EA. Traffic Manual at all times during construction as approved by City "T"� 9 154 i W a STREET LIGHTING STANDARD-TYPE f0 PER A.P.W.A. STD. DWG 443-1 SEE DETAIL BELOW Engineer of his representative. Failure to do shall require immediate work I 29 II L ,4)I 140 139,38137 138 t35134 tf3 15S I ( ) 2 EA. _ EA. stoppage. 28 46 49 50 51 52 53 54 ,12 113 - I W INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS NO. 810 148 L.F. - L.F. t14 11E 156 t 4c O CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO. 309 5. It shall be the Contractors responsibility to have a responsible W 6 157 --- representative at the job site at all times during construction. ��Jfff 27 I 1 - I -0-INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PUNS N0. 8f0. 1 EA. - EA. O T 61 80 59 58 57 58 5� 109 ,OB �0 O _ II '1'° 107 '2' 1z2 ,z, ,u,2s,z6 1z7,za',o 133 1311' +58 t ESTIMATE OF STORM DRAIN QUANTITIES (R.C.T.D.) 6. It shall be the responsibility of the Contractor to arrange for the �'� 26 _14 - - / 15g 1 necessary relocation of any utilities. Contractor shall notify all utility 25 TOTAL companies involved at least 48 hours prior to beginning work.The I 189 tee 1B71e6,85184 tea 182 o=e.ocrs NO DESCRIPTION 63 ,"= 1st 180179176 160 contractor shall also contact Underground Service Alert (U.S.A) at 24 - - - - 181 =is.ocis QUANTITY 1-800-422-4133 at least 48 hours prior to beginning work. I 164 93 I}, 102 es 3n 91 = 162 4.3 in. INSTALL 18 R.C.P. CLASS IV.* _.. 552 L.F. 03105 �92 ® INSTALL 24 R.C.P, CLASS IV.* --_ 905 L.F. 7.The Contractor shall be responsible for the clearing of the proposed I •. 85 92 L''r 100 106 -'� - -- - - 91 ,o-Acts - 1 17 • work area, and relocation and cost of all existing utilities. Subdivider I 0i _ a 193 -- �� t" INSTALL 30 R.C.P. (SEE PROFILE FOR D-LOAD)* 1,022 L.F. 17 1731T 17 17 IB 1 18 16 1fi 16 1 must inform City of Lake Elsinore of construction schedule prior to the BB 19g t_tt. in. i 194 1..---% t� INSTALL 36'R.C.P. (SEE PROFILE FOR 0-LOAD)* _ 209 LF. beginning of construction. 0 100 200 00 BDO 800 20 ' 67 BU 98 C 97 98 9/ t '9719 1 ; ■ / CONSTRUCT INLET TYPE X PER R.C.F.C. & WC.D. STD. DWG. CB 108 2 EA. 8.All underground facilities with laterals shall be in place prior to paving 19 I Be 89 - �' /��, f}5 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' lei I CONSTRUCT HEADWALL PER CAL-TRANS STD.PLAN 090 2 Eq. electricity, gas and drainage facilities. I 88 - o,n=9.icta a `" CONSTRUCT CONCRETE COLLAR PER R.CF.C.& WC.D. STD. PLAN M 803 1 0, =14.ecrs 17 70 EA. 9.All Street sections are tentative.Additional soil tests will be taken t-t3.7mn. 87 B6 &5 84 83 I�"'al PORTION PARCEL 4 REMOVE PLUG AND JOIN EXIS77NG PIPE PER TRACT 25476 6 EA. after rough grading to determine the_exact section required. Section I CS#12 6 71 =_'S e?I ''9 Q+ '°, cts I w W.H. TOWNSEND'S, ■ CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. &W.C.D. STD. DWG. MH 251 12 ,a t thicknesses shown are for bonding purposes only. TRACT BOUNDARY t 1 in.s - 1 SUNNYSLOPE EA. 2 mi 15 02 73 74 7S 78 77 9 79 80 81 8 2 7 # I 1 -6.Dcfs 4 CONSTRUCT MODIFIED BASIN 110 PER R.GF.C. & W.C.D. STD.DW'G. CB 110&DETAIL 41 ON SHT. 21. 1 EA. 10. All existing underground utilities and structures must be potholed and Q 7 om m6.8cfa 14 f' - 1 2 V t-t1.7mm. CONSTRUCT MANHOLE N0. 4 PER R.CF.C. & W.C.D. SID. DWG. MH 254 elevations verified prior to construction.The engineer of record shall be I 0i�=B.gcfa _ e I CB#9 notified of any necessary revisions to the approved plans.The revisions t=9.imin. 13 - O,o=O.ecfe CONSTRUCT CATCH BASIN N0. 1 PER R.C.F.C. & W.C.D. STD. DWG. N0. CB f00. 15 EA. shall be in the form of "AS BUILT" Ions submitted to the City Engineer SEE J'1GRSIDE TYPLAN M.S. 4024 O,m=t sofsP Y g FOR OFF-SITE CB#tt 5 4 3 2 2n2to CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 20fora roval rior to the final acce tance of the roect b the Ci O,o=_15-_ 12 - t=1�B5 me. 20 C.Y.PP P P P J Y tY IMPRVEMENTS. o,ao-is.ects o=.8 , 1 �'o= Engineer. - 0 9 8 7 8 0, = 6 T 0 :. 2� SEE TRACT 25476 IMPROVEMENT REMOVE EXISTING RCP STUB FROM MANHOLE 1 8.mi I PLANS FOR CONSTRUCTION EA, 11.All existing monumentation disturbed or destroyed during construction - - - .- OF RIVERSIDE STREET J *H.D.P.E. PIPE MAY BE USED IN PUCE OF R.C.P., CI.P.C.P. OR C.S.P., SEE H.D.P.E. REQUIREMENTS AND STORM DRAIN NOTES, SHEET 2 shall be replaced to City standards as approved by the City Engineer. �,If■ .. _ _ _ _ _ _ _ �_ _ _ _ Centerline ties are to furnished to the City Engineer upon completion of _ 1 - 8' ARM the project before occeptanc granted. i 11 - .*}�'-'• INDEX OF SHEETS: done within Public 12.An ent R Rightmit s of Way Befo be required u issuance nce all construction sold pertmit,work "�,,,-�✓ `G I I .M� L�--1- I 1; '-</ -■ SHT DESCRIPTION bU16 10 b`164 I E 223 �v L4 Iyt t'rY \< I 36" RISE 1 TITLE SHEET INDEX MAP ., ....a. - 1. ._. __ _-t FOR 8' ARM Can Develo er must provide the City Engineer with Certificate of w.0 t �lJ 2 DETAIL SHEET DETAILS Insurance, required bonding for public improvements.The encroachment �- >, i o 6' 2.375" O.D. PIPE., m 3 STEELE VALLEY ROAD PLAN&PROFILE f - _ permit must be present at the job site during the total time frame of 07 �� 1 O6 165 213 197 III 1 g,, 21nt, �� k ^� Z 36 2E> 38.T T- R=10'6" FOR 8' ARM = 4 STEELE VALLEY ROAD PLAN&PROFILE ! \ 1 551 iZ,� till g i;'-f - Lyr 5 AMBRIDGE STREET PLAN&PROFILE project construction with approved set of improvement plans. 105k / r/I �. 46 _i - 13. If encroachment permit Is required though the District No. 8 office 1�8 i1 9 h(i 212 -;1 98 y , I;31 - "'r J ��1 -'.� '1 - -''� 28t,_ Liu 6 AMBRIDGE STREET PLAN&PROFILE -y-_- { 7 BEALES STREET PLAN&PROFILE gs�\ , 264.21 62261 }- _.- S q g iGAI, 1 104 167 911 saner\A�'^+A r`- ��r illy45 : `x 1 �,,C� '�1 7Au', ■ 1 2"X 3 4" SIMPLEX BOLT CS ii 8 BONICA STREET PLAN&PROFILE of Coltrane, please make reference to this fact in the "General Notes" / / Z ,.t 9 WASSON CANYON ROAD PLAN&PROFILE section of the improvement plane. SIMPLEX ARM z 10 COMPASSION WAY PLAN&PROFILE 1 PAVING LEGEND 1.5" BOLT CIRCLE 7 1 CHAMPLAIN STREET&COLETTE STREET PLAN&PROFILE 12 BRABANT STREET&SAVANNAH COURT PLAN&PROFILE UNLESS OTHERWISE ATTACHMENT p 13 MONACO STREET&RUGOSA STREET PLAN&PROFILE INDICATES PROPOSED A.C. PAVING SPECIFIED - 14 ICEBERG STREET PLAN&PROFILE LEGAL DESCRIPTION 9.5"To 11.5"DIA. BOLT CIRCLE 15 DARLINGTON STREET&FLUTTERBYE STREET PLAN&PROFILE BOLT HOLE RAD. 11/16" w 16 MERMAID STREET PLAN&PROFILE BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP NO.19924 FILED IN ® INDICATES PROPOSED OVERLAY 17 STORM DRAIN LINE"B-2 LAT."B-2b"TO"8-2f' P/P&DETAILS BOOK 122,PAGES 44 THROUGH 48,INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE _ f° oQ _ 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 d 19 STORM DRAIN LATERAL"B-2h"&B-2h1" PIP&DETAILS N0.02-08 RECORDED AS INSTRUMENT N0. 2003-169226, OF OFFICIAL RECORDS OF INDICATES PROPOSED CONCRETE SIDEWALK cN' -� x n M 20 S.D.LINE'B-lb*.LAT.B-1b1,,B-tb2,B-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-ta" P/P&DETAILS 02-09 RECORDED AS INSTRUMENT NO.2003-189225 OF SAID OFFICIAL RECORDS. 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 FINISH SURFACE PER APPROPRIATE PLANS. R=1.5" CONCRETE FOUNDATION Z �Q COORDINATE SYSTEM,ZONE 6, NORTH AMERICAN DATUM 1983,AS DETERMINED 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT •- - / LOCALLY BY THE LINE BETWEEN NGS CORS STATIONS"ESRW AND "PPBF", LOG4110NS PER THE WATER PLANS LU o AT TOP BOTH AS PUBLISHED ON NGS DATA SHEETS, BEING N31-30-44"W(EPOCH N o w 2000.35). y M m g 4"X 6.5" HAND HOLE x of TR.25477 DEVELOPER: LEGEND OF ABBREVIATIONS & SYMBOLS WITH COVER BOLT COVER M g CENTEX HOMES T.C. TOP OF CURB �- too _ EXIST. CONTOUR 1/2" y x`o F.L. FLOWLINE ELEV. 100-__ PROP.CONTOUR o E -0 2280 WARDLOW CIRCLE,SUITE 150 T.G. TOP OF GRATE ---- PROPERTY LINE ,/g" FINISHED GRADE od AT BOTTOM CORONA, CA 92880-2896 G.B. GRADE BREAK --A-G-- DAYLIGHT LINE a TELEPHONE (909)279-4000 F.G. FINISH GRADE . SHEET FLOW RATE 3/16" _ ::;;'1- -fr SECTION OF SHAFT FAX (909)273-2100 R.G. ROUGH GRADE - -- GRADED SWALE ' F.S. FINISH SURFACE -- CENTERLINE a" (OR 6-3/4") M - ,� SWALE HIGH POINT GALVANIZED ANCHOR BOLTS `1 INV. INVERT OF DRAIN 2; SOILS ENGINEER: P. PAD ELEVATION FLOWLINE WITH (2) NUTS AND (2` LEVELING NUTS q� J ALBUS-KEEFE&ASSOCIATES, INC. F.F. FINISH FLOOR ELEV. /""S✓ SUBDRAIN WASHERS PER BOLT COPPER GROUND 1 S,b STRAP NO. 6. _ z 1011 NORTH ARMANDO STREET G.F.F. GARAGE FINISH FL ��i _ __ AREA DRAIN r- ANAHEIM, CA 92806 SYSTEM CONDUIT sew w �8 B.V.C. BEGIN VERTICAL CUR,' TOP OF SLOPE R� (714)744-9760 M.V.C. MIDDLE OF VERTICAL CU,OVE - _. _ I NOT TO PASS THROUGH ,aww TOE OF SLOPE FOUNDATION. J.N. 1216.00 GI E.V.C. END VERTICAL CURVE ram RETAINI!JG WALL -L-- - CONCRETE FOUNDATION P P.I. POINT OF INTERSECTION FIRE HYDRANT a E.P. EDGE OF PAVEMENT 0 STREET LIGHT 2"±DRAIN HOLE0-TOPOGRAPHIC SURVEY SOURCE: T.W. TOP OF WALL ELEV. ++� SOUND OR SCREEN WALL HAND HOLE VICINITY MAP a$ AERIAL PHOTOGRAPHIC METHODS,FLOWN IN 03/18/1998 BY: T.F. TOP OF FOOTING ELEV. DEEPENED FOOTING % STREET LIGHTING STANDARD-TYPE 10 N.T.6. D.F. DEEPEN FOOTING o'. a o'. WATER METEI ARROWHEAD MAPPING - SEC.A&29 T.5S.,R.4W L. LENGTH CATCH BASIN &LOCAL DEPRESSION S 14 1 431 MACKAY DRIVE "SAN BERNARDINO, CA 92401 N.T. DRIVEWAY 3'O.x. DEPTH OF REO'D OVER EXCAVATION DESIGN C2-8 PAGE 836,F-7,1999 THOMAS BROS.MAP (909)887-5969 N.T.S. NOT SCALE -- CUT/FILL LINE A.P.W.A.STD.DWG 443-1 P.U.E. PUBLICIC UTILITY EASEMENT N.T.S. y IIJQa G•H It-7-a5 aoMG /"-ERT SREVISIONS: - PREPARED BY: PREPARED BY: �Y OF LAB .�� USC AND GS BENCH MARK DISK IN CONCRETE ,,� HUNSAKER ASSOCIATES MONUMENT STAMPED D 307 1935,IS 38 FT WEST QaoFEaalpa, � Q� IRVINE, INC $ � 'rN `A Haoa 4 PAUL R.HUDD N.JR.R.C.E.58020 am.8/30j08 D'' - INLAND EMPIRE REGION >E OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �'• a fy 2900 ADAMS STREET,SUITE A-,5 �A� Z�n OF DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. VERSIDE CA 92504 (951)352-7200 g BEFORE DAYS BEFORE - N0.58020 m PLANNINGANGINEI RING/SURVEYING/GOVERNMENT RELATIONS io m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TITLE SHEET SHEETS .. YOU DIG YOu DIG E%P.a/ao/oe HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. `� z THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ti$ MARK DESCRIPTION BY APPR. DATE + e SCALE: 1"=40' PREPARED MR:TOLL FREE 1-8�-227-2e00 �r atvla CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES =N f W.O. FOR: w A PUBDC seRwcE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH or ceuF / 280 BONA, .-CIRCLE, SUITE 150 F.O. FILE N0. p LLx UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAND 88 V/#'eK CORONA, (2. '2400-2896 nglg_p5477 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: JUNE, 2004 q R6N A•.SIt HALO CI ENGINEER. RCE 9�S EXP.8 30 a � (909)279-4000 6.67' 7.00' 1 6.67' cS J cS, J J J 1671 28.00' 6.67' J w W m 43 m a ~LL ,n a m ~M m m a F LL U J 4 3.67 14.00' 6.67' w6.50'm 7.00'm 6.50'�w J ci J ti J rs 6.67' 7.00' 6.67' oci o d �� v 43 ~ l a n of w LL43 ~wmm ~W mm ,:�� d J�I mn ooIn "Mdn gjOo oc30� 0•W WO Li ac° oo �� NA wLL � 43 G. �� O(3 o d eci <$an °S°� as o L�43 CO - - Q c° I d°f O,O� C,� per,WhW JJ LL C3 4 0 JJ Cl IN M) ,,++��PI IM N O U C d O o O JJ C) U ,�r� 4. m m d L; (� Nm OW N U 21 v)u� ^2 Oyu ; m-" p L4 6 m OO O 00 OO W 4 6 ip - J<,O N CNN NN NN CS Ct..3 OU p U p -��O- O U �^ m In �' U u)10 tG of ID r0 �O t0 6 oD�-pN mA -N pp U -'FJm gM 0 r�•� l0 10 e2 ,D tO -- �i0 - - 10 m >m O J f0 U d h O GD UCd a OJ M�I,'-rj I�I� OOJ f� a^O��a O^ XJ" m [+V N N ZZ ^ (� $ [V> ;H OO y O ^ QjZZ a N I�IN ^ m N O}}N N O m h a N m N +�I N m m O ^>O W N 3 M W W N.L N - N r I I m N 3 "h.' Q W I\ m•h F OI O L________� O h s ________ M N 3 h O _________ O pi II Y 3 } �_.___ N J N. Q + I_______________________________________1 v+ O ___________________ + ________ + O h0 tV V < r U N Q ((JD � J (� O m m gm O N N O (a(�J N �r , N O OL m N°]• (a� O ________ + J C) V vi O J J m u3 O d p II m m J C:i tl M 4 a> CSO w J p o m _ W W m-' Z m O N LS J a mom} LL m LS d cS J ci J o Ism li a LS J J W r li 14 ri��O II I h m W M r i J ciJ ciJ LL *`jm 1`�U at4 i� a�n ci JU J tf J 1-� m W h^}W 1=W hli H ti J , O LL H4 M M u7N sN U N a'IV CS Fli I_:4: F=li J `� + °f ci ~LL~" t-v: �� ^v: ci I' ode ui" r� r W O .- 3 ai I.d LiJ c5J c5J c3 M m 17 17 M ED + N N N + m a a N u1 v1 E3 <O N 3 ,o h U ppN yy (� � NN Mf0 + $^ }N � ANhh NN �n a< a,M .f M3 am ,gym 43 "'- ;�, �A 8 A mn mI\ .6 mr N m N�43 N� Nco '� d Yr- u1N N tG u) M wN M NO, T g N g zj M tJ M tJ N O0 N 43 N N m �V) ,N � m vi N N N N N N N tV m m O> 6.50 7.00 6.50 gemm mm mm �080 go 0o m o mm mm �AD 3.50' 7.00' 6.50' gg Sg g° og mm �m nlm aom 9 C.B.#1 LOCAL DEPRESSION nC.B.#2 LOCAL DEPRESSION C.B.#3 LOCAL DEPRESSION C.B.#4 LOCAL DEPRESSION C.B.#5 LOCAL DEPRESSION 9 C.B.#6 LOCAL DEPRESSION 9 C.B.#7 LOCAL DEPRESSION C.B.#8 LOCAL DEPRESSION CASE"C" CASE"C" 9 CASE"B" 9 CASE"B" 9 CASE'B" CASE"C" SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' 9 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 J ci J ct J c5 cS J J d J d J 6.50' 14.00' 6.50' tiJ CS J tiJ tiJ ciJ c5J c5J ciJ ciJ c.iJ J tiJ �4 J 1-LLr F=I� {I{-pp:t>. i-I.: r Ia_ 6.50' 7.00' 6.50' pmp li H� 1-LL H li H I.� 1-l: 1=I� 1=li V l,: H li: 1-li ttpp ttpp I� �LL Ta m0 m0 Oh°M !� m m li T Y O r• 'rM Nhm h N N N hh N N hh �� W W YOmiY� pppp 82 28p ppp I.:43 E3 "v�•�xi "ram m� Mm on gm Mm aU mv: 43 mL4 cam. N � �� 0 0 99 99 8 0 O U O m U 0 1"3 u ii Obi O'6i 1 Omf uii 16 O'of O S O O 0 0 0 0 N N N N N N N C S U O C S i D ��tOp t00 tOp tOp�m t0 uJ t0 V) 0 ID O,O (�U� J O m J O UJ ul N N N N N N tD Vf tG,O (O t0 ,O t0 ro t0 f0,O t0 u) ,O tC (Qj 14 p m p 14 O O Qp cd a>m c w It °v'' M w }y m a } y y,l W + �________� F O ' T-1 , vI r___________________r (aJpj J N +. iJgl p m m s m O J C U vi O J O O 1D UOJ6 a N C�� m O O U m 0 ti II ti ti U�' J Wpp W - I O ' J M> J O W J > - OJmLLcs >- .�i m qp, m u1 ''�` u) w G O (a�m Y Mly N W wIDli LL ti UOm+ C1 �' U +N Y '� J U J UJ UJ U-I J"4h Og c3 M h h O w a a I +ti h U -Ci o" .ti mpLL.-M + +}} '_} M l,: UJ UJ UJ UJ fV 1,.. ++ +• OS�. t3LL}" �: gp LL O F=W Hli H W t-W fV^+O 0 O O + rj H li H Li H W U 0 6 0 0 CS LI N O m U b I� ''IIO + .- } ]' NO W p� OnitWm o rn� m� o� oui � 43 mau3 A ui vi ui ui �u3 6.50' 14.00' 6.50' 3.50' 28.00' 8.50' 8.50 7.00 6.50' � m tD m" `°`° �$ 43 6.67' I 7.00' J 6.67'� umi uO1i um1 N ,n umi 50 7.00' 3.50' rC.B.#9 LOCAL DEPRESSION 9 C.B.#10 LOCAL DEPRESSION 9 C.B.#11 LOCAL DEPRESSIONS C�2 LOCAL DEPRESSION nC.B.#13 LOCAL DEPRESSION /ZC.B.#14 LOCAL DEPRESSION /1C.B.#15 LOCAL DEPRESSION CASE"C" CASE"C" CASE"C" �PLSE"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 6"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 AAI 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. d R/W An. 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 E'((• 4. PLANS CONSIDER THE USE OF R.C.P.FOR PIPE WALL THICKNESS. WALL THICKNESS VARIES IN H.D.P.E. ygRl yus '0 4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX(6)SACKS OF PORTLAND CEMENT PER CU.YD. THEREFORE REPLACEMENTS SHALL BE REVIEWED AGAINST CLEARANCES TO OTHER UTILITIES. 1 ENGINEER SHOULD SPECIFY MINIMUM THICKNESS AND STIFFNESS PER SECT 1.03 OF CALTRANS. yL d7 5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO E. TYPE'S'H.D.P.E.SHALL BE USED. A '�"t(. START OF CONSTRUCTION ARKING 1 1 PARKING S. MAXIMUM ALLOWABLE H.D.P.E.PIPE SIZING SHALL BE 48". �' j Rr,)ISED MEDIAN, 3 4 PARKWAY ,�i __3- 6. IF AND WHEN FLOW VELOCITY EXCEEDS 10 F.P.S.A 140'SEGMENT OF THE C.I.P.C.P.INVERT SHALL BE 7, CALTRANS STANDARD A62F FOR EXCAVATION AND BACKFILL SHALL BE COMPUED WITH. 3 10 Q TYPE D CURB ' THICKENED 2 INCHES IN WALL THICKNESS AS"SACRIFICIAL CONCRETE"TO RESIST ABRASION.COMPRESSIVE O CSTA 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 B. MINIMUM COVER REQUIRED FOR H.D.P.E.SHALL BE 3'INCLUDING AC/AB. STA 33+24.54) 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 B. 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.=0.87' 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. STA.10+71.14-STA.22+54 77 9. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY,THE CONTRACTOR SHALL INSTALL DESIGN SPEED = 45 M.P.H. "B"-_BEALES ST. STA.22+54.77-STA.30+71.53 #4 DOWELS 24'LONG, 12"INTO THE UST POUR AT 12'CENTERS AROUND THE CIRCUMFERENCE OF CAST-IN-PLACE 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"-�MPLAIN ST. STA.13+44.75-STA 16+68 69 FOLLOWING SUBSTITUTION SHALL BE MADE JUNCTION STRUCTURES FOR USE W "F"-COLETTE ST. STA 25+14 73-STA 30+16 76 WITH C.I.P.C.P. c -A JUNCTION STRUCTURE No.4(JS229)SHALL BE REPLACED WITH EITHER A JUNCTION .DIMENSIONS OF CAST IN PLACE CONCRETE PIPE "G"-COMPASSION WAY STA.17+70.30-STA.25+14 73 it STRUCTURE No.2(JS227)OR A TRANSITION STRUCTURE No.3(TS303). , b-A JUNCTION STRUCTURE No.2(JS227)SHALL BE REPLACED WITH A TRANSITION NOMINAL OUTER WITH OF NOMINAL SIDEWALL f "H"-DARLINGTON ST. STA.9+02.56-STA.13+66 09 STRUCTURE No.3(TS303). DIAMETER DIAMETER PIPE TRENCH THICKNESS THICKNESS �JP 1 PARKIN 1,'(Interior) (Depth) (Nominol) (Minimum) (Minimum) PARKWAY � 52L2. STANDARD DRAWING No.JS 227 JUNCTION STRUCTURE No.2 WHEN USED WITH C.I.P.C.P. - �- - �7 TYPICAL SECTION STANDARD 106 SHALL BE MODIFIED TO INCLUDE CONCRETE BACKFILL 1 FOOT OVER THE C.I.P.C.P. D D' B t f 0 o T.I.=5.5, R-VALUE=40-60, A.C.=0.25%A.B.=0.42' 72" BB' 87' 7" 7" 4 4 AREA=216,666 SF, A.C.=3,900 TONS, A.B.=3,370 CY STORM DRAIN NOTES: 2 2 I CONSTRUCTION NOTES 48' 58° 59" 5" s" N.T.S. N.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 A.B. CL II 38" 43' 44" 3-1/2" 3-1/2" E PER SECOND.THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE F-5,000 PSI FOR VELOCITIES PER TYPICAL SECTION ON SHEET 2 30" 36" 37" T" 3" �'" i EXCEEDING 20 FEET PER SECOND AND F-6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 27„ 33" 34" 3" 3" I -FLUTTERBYE ST. STA.11+18.94-STA.13+73.30 Cy 2 CONSTRUCT 6"TYPE"A-6"CURB PER �� " o 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 DIRVTED ?PER RIVERSIDE COUNTY AND RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT CAST-IN-PLACE CONCRETE PIPE DESIGN STANDARDS FOR SUBDIVISION PROJECT IMPROVEMENT PLANS FOR FACILITIES TO BE 3a-CONSTRUCT 8"TYPE"A-8"CURB PER "K"-MERMAID ST. STA.10+00.00-STA.13+15.16 Z MAINTAINED BY COUNTY OR DISTRICT. HOPE MUST MEET REQUIREMENTS OF SECTION 64 OF THE CALIFORNIA RIVERSIDE COUNTY STANDARD NO. 201. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ®-CONSTRUCT SIDEWALK PER RIVERSIDE s "L"-MONACO ST. STA.10+00,00-STA.16+08.87 GRIND 0.10. 1.0' 3. WHEN CIPP IS CONSTRUCTED AS AN ALTERNATIVE,TRANSITION STRUCTURE NO.3 SHALL REPLACE JUNCTION COUNTY STANDARD NO.401, 4" THICKNESS. " " EXIST.PAVE STRUCTURE NO.2. � t M -RUGOSA ST. STA.16+08.87-STA.19+76.66 OVERLA SAWCUT AND REMOVE CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE " " '1EXIST. PAVEMENT �. 4. WHEN HDPE 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 N0.2&JUNCTION STRUCTURE NO.4. t' C 5. FOR CIPP WITH VELOCITIES GREATER THAN 10 FEET PER SECOND BUT NOT MORE THAN 20 FEET PER SECOND, STORM DRAIN NOTES TYPICAL SECTION STANDARD 106 A 140 DEGREE SEGMENT OF INVERT SHALL BE THICKENED 2 INCHES IN WALL THICKNESS.FOR VELOCITIES GREATER EXISTING PAVEMENT E THAN 20 FEET PER SECOND,THE ENGINEER SHALL CONFER WITH THE DISTRICT TO DETERMINE APPROPRIATE T.I.=5.0, R-VALUE=40-60, A.C.=0.25', A.B.=0.42' NEW PAVEMENT 4 WALL THICKNESS. 43 CONSTRUCT 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. 6. NO HOPE IF VELOCITIES EXCEEDS 20 FEET PER SECOND. USE ALTERNATIVE PIPE. SINGLE PIPE N.T.S. A NOT TO SCALE �f1b QKN /r-7-OS O ND I RT BENCHMARK: REVISIONS: - PREPARED BY. PREPARED BY: : HUNSAKER & ASSOCIATES GrY LAIC�� USC AND GS BENCH MARK DISK IN CONCRETE ��/ IRVINE, INC 2 MONUMENT STAMPED D 307 1935, IS 38 FT WEST o4° o4f°$ PnuL R.HUD sTDN,JR.R.C.E.seozo EXP.6/30/08 ^OAiE� INLAND EMPIRE REGION $ � � T N OF `8 DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT A�' a m f41� 2900 ADAMS STREET SUITE A-15 TUCT NO.=4� o TWO WORKING SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 92504 1951)352-7200 $ BEFORE DAYS BEFORE `-'br N0.58020 n PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 21 YOU DIG YOU DIG u E11P.e/ac/ce THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH DETAIL SHEET s i� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ^ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS on TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATIT 1, CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREP,wED FOR: CENTEX HOMES b rf IYI ' Iwo. FOR: F.B. FILE NO.A PUBLIC SERVCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °r cA��C .�/ p 2280 WARDLOW CIRCLE, SUITE 1500 UNDERGROUND SERVICE ALERT A-"A�i,:.� /Y/9 os- CORONA, CA 92880-2896 w ELEV. 1425.78 NAVO 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER; MATTHEW BUSCH .KEN A.SEUMALO' CITY ENGINEER RCE 9KEXP.8 30 0�.DATE: JUNE, 2004 (909)279-4000 0919-25477 CENTER HOMES z m MssOM =a M EM- = M =--- as o n -a =aaa amas- mmm a= Mmmmmmmmaa =mnaa aa a S = ESE —= a am MMammmam a=a ims m !MM aa --- E = off HEMO am EM - M MMa— m MMMM= M===MM===MMNoZN = M=M " mam a Mamma m --- -- - -aEllME a IE ===M = a E N a= MENEMNMNa aMW -- -a= a M M ENRO MM = E = = = --M' M E=OM=-= === MM =NO —M= Ma mom M M EMBE a= = a RE --- M = MM MMMMMM IM!Mam a MM O = 0 =amMa E a 0aE a a a imM = =—a = m z M= am= MM ===M=M aMmom MW mM aE M sass a M m l Nm E MEMEOM a So= Oa M 1 = "EM W a 111=a a MMmMa= - -MEa111 E Maa M - aa aMMMMM- M_ M=I Maa ME = a _ MM Z a — M—=—E— m a=sGasa= =WE - --= 5lE aw- MamM - M a aH= m lNO 2 M= _ MM E E mmm = ME M MM aa �E2MMMM Maa a I MwMMM E j EE H MENEM --- M aa min u --- — ----- sx - a= __= M = U zMMME = m == - a mama -a . — a , MS- a- = = J r'a m -- • I = = A- PR Mm = — = MMg a IS -H-M r _i aO pl =r, l ------ - _ =4 - = Mue RS IE a E M 0BORNEO=—= — Ma ME "BUN — — — a ==== r. as — m Z M - 3 = Msssss M ura0 ama a Sa= = a am- - = GN MEw r aMEE 4 =a= mNaOEMam a a a am : s --- E l im l j 4F M9 = =N sma aNOEM 4 ama _ "aW === ==5l lmM mM ku M= n ONSENB M Ee ffii mama- . 4 NR u as M==M MSa=== rEMM MM T5 - ---s W W=== - ME wM M ------ sae= U == lW 7mMf M MMMR= OMg-a a! 0 == ------ a= ffiE " W _ gk H : MlEffiffi -_ff � R = - aas 01m __=M -ff - ;A1M R == = . ---- -- a .w- s _ mesa = a = EMa=a =01OHNI -MMMEm - a--= -Mamma w: aNE ZZMN wammoa ON = E aaMEMEM = Z=EWM 3 aa M am=- =MEN m z - a a=N a B= MW=EM a m Mmma m ==== a= Mmmm Ma= MEM- =am== a =-=MMMM =MMMM MMM am = iE MM = M m MMM - = Mam = sag ME BENN a ass am- MMMWM a a MmM M _= M _ MMM MWE =Mm aa -sss E amsaasa_a .. M m iE R - u.asSMN = MMM =BM _EM REEN E- - -MMMM- = M= _ - - ------ aM== = _ _ M M ldass = ====== N I0W7 BENS ow1 a - OMEM ------ mSs= � _ a M W= BB . IMI = N am ! A MEEMEM am a E M M =em- ss l ra 4C =Z a iM _= OF mama a MO =FM O m ass == Sa 1513M assssssa-MOMME R a M 0 a EE0 l EEE acts aaaaa=sax-:gee=ace=aasmesa=- Sam EM= EME S M M M=E MEE M-ssM am SME MEEW = Mmi H a MMMMMM E__ - SEEMM i amE MENM- no M�CWSNW EM All E10M e norm.% wgl saes- aaa E MMMMMsaaassa = _ MEZ 0 ti mMN p MN ELMNERWINUTIM M, O XMIJIMIG WF _�- _.- POR. 250'V.C. s t 0 - ��:- o - - - - +.----- �_ --- ------ - - - _- + + b �- -._ - <'® 37 LT op hm- - - ;- F©R. 250,V.C. - _- 27.97_ .- -, 1�56 G$ 9,GO - - t = o -- - - - = 3 � f` 1 �-- t '-+ o oo� ao co /: i cP �- - __ -__ J--___•_ ��_-..... �` L+_�-�- - O PROP05ED. CENTERLINE N oe��o p - - _ - --- 47 -- - - - - - FINISH SURFACE ) 7 ^oe o c p =r_= -- - - - s - -.._- o d o +N.tn i POR.L2s0 V:C. �_- _ $. -` _..."..-!- .._..-.-L = - -... m,f,<o i P.I 162IL/so3fi+00.00 Gi 1.tlb 2=9.00. - - ' ELL-_ POR 250'V.C. - -. P.L.=18D.78®36+00.00 _ ._ .. �. n 1Lek $3s F - -- o 0 uj i TOP OF CURB " - - - - o0o c. EXISTING GROUND - - P.I. c5 - - - @CENTERLINE - m - - - - - -- - - - `- ..,... US ��_ .. 3�t� .... c3• >- -p ,,'m-.... rn cur- - �. .... _- - Y = - - - - - - - -:- :�� :•.�:._�.-.. o � -- -,- -- ,,.. ro,- -_. . _ _-_t --��__. :.- - t +__�..__ + _:_-. -L_:_ •- - --c __ _-____. - __ -1_- _ __ __ -:�:__ _ _ `fir_` 31 _ 32 33 34 35 36 3� PROFILE SCALES HORIZ.: 1 40° DATA TABLE t2 VERT.: 1"= 4' I r. 5+ N CANYON RD OFFSiTE': LA BEARING/DELTA RADIUS LENGTH TANGENT "�'� I �. E.�000NTY PLAN,M. .�4024 - a \°\�� $ '^" _"�' CONSTRUCTION NOTES QA 26'07-25" 1100.00' 501.54' 255.21' b 7 ` / ,1 � ,�WASlSON CR,N1'ON RDi`�-`- CONSTRUCT A.C. OVER A.B. CL II PER * ,j , v X ST'.FL FOR.TRACT 2�86�� _ -- -. - TYPICAL SECTION ON SHEET 2. Q 10'29'18" 1063.00' 194.59' 97.5T "�y �. _ _ O SHEET + � c � - CONSTRUCT 8"TYPE"A-8"CURB PER RIVERSIDE C 1035'OS" 1137.00' 210.05' 105.32' ES i P,-` 36 Q 0 QD 9'21'56" 1063.00' 173.76' 87.OT U ^w SEE ST. °_-' �\ ", ,, EX R�W A�YON •'O = COUNTY STANDARD N0.201. m W 1O7 F BEAU / n rn TRACT BOUNDARY - ',tiS:. �.,; + si ] P RIVERSIDE QE 1016'42" 1137.00' 203.9T 102.26' i.1 10TjB 115 ,S'1 t o?q r� "°°z\�' - - j1 - w ��. _ - �� COUNTY STANDARDNO.401, 4: THICKNESS. F 18'52'28" 100.00' 32.94' 16.82' "` 30+00.20 �:j m %,`'•`°'�.`- �'T J " '"'� - - PROPOSED EDGE OF PAAWIENT 28•�' BCRR 'I_w 29+95.87 47 �� -=="' - 4 a--INSTALL STREET NAME SIGNS PER CITY OF ELSINORE © 10'28'47" 1095.00' 200.28' 100.42' 87.25' �� : ECR '�/- STANDARD DWG. N0. 201. o 'd' 178.08 \ -^"` _ - -^ �\ - . - -»- O9 --CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD pH 180,00'00° 1.00' 3.14' ---- b l N0. 311. CASE PER DETAIL ON SHEET 2 W '�/ ) QI 11'49'50" 1093,00' 225.69r 113.25' W M " 4 y, ° - - - - "'� ti- N --�� -_ - �,` .+.` CONSTRUCT 8"TYPE"D" CURB PER RIVERSIDE COUNTY o Z w 3 I �.��. €X RAW CL aFpFFSITE IMP-, �� j._ -____ STANDARD NO. 204 3 n- 160 15 %�f SEE COUNTP N N�'. 444a2h_ --_ ~~� 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE w o 4u u,'m _ p 7 'o 7 //•?+ / -,FOR WASSQN''QV A N�1 � �~ _ -_ � COUNTY STANDARD NO.1000. E N m (7 4AI F �'"'-- _ -- --_-"'--'"�- 35 A-"-'�--- r LE VA9"_ A AD _IMPRDVEME .'�,� '�, - �`� 13 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE A 9 I \\ \ 0 0 n t0 G .---.1_ N 7 H 34 - 1 1 - . ...,, - -�...` COUNTY STANDARD N0.1001. a R 4 3 - _ l ems... �. _ y 15 INSTALL BARRICADE PER RIVERSIDE So 1 v /a te 16 g. - '\ ,. e� �* COUNTY STANDARD N0.810. m� o _ e ., o e _ o ice,. 191 $>< 190 92.41' �I 51.32' V 50.89' I-1 116 v� w a� i+44.21J c 34+09.73 9 118 G- ) 12D �, V' o �- ECR rn C L C.B. 7 117 +) f cry ci W-T,V=5.50' BO ICA ST. 4 119 N SEE SHEET 8 31+40.3s ` � 8CR 33+53.76, CA STEELE VALLEY ROAD= 13 REFERENCE 30+71.53, C/L BEALES ST&BONICA ST --- -- FOR STORM DRAIN LINE 1 <o SEE SHEET 18 0 20 40 80 120 160 - STEELE VALLEY ROAD !u/jo SCALE: = 40' REVISIONS: d PREPARED BY: PREPARED BY: .CRY OF LAKE 81l mm PN MG � E R T USC AND GS BENCH MARK DISK IN CONCRETE / HUNSA IR � ASSOc'tATES MONUMENT STAMPED D 307 1935,IS 38 FT WEST QpofEs°t�• IRVINE, INC STUN 4 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT ego R,N000tpy�o hl PAUL R.HUDD TON,JR.R.C.E.58020 EXP.6/3O/O6 LM INLAND EMPIRE REGION OF yli 2900 SI AOCA STREET SUITE A-15 1�A� Z�� > DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. N o RIVERSIDE CA 92504 '((951)352-7200 o$ BEFORE DAYS BEFORE d`N0.58020 m� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STEELE VALLEY ROAD 21 YOU DIG YOU DIG E"`• / FROM STA. 30+96.41,B.C. TO 35+98.00 SHEETS i� HEIGHT OF LIGHT ABOVE STATION MARK i METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR i 1 MARK DESCRIPTION BY APPR. DATE ✓y a SCALE: 1"=40' PREPARED FOR: o N TOLL FREE 1-B00-227-2800 ��, 1V1c �y. CITY AND STA LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH CAL1f0" q� Q �`� / 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F,B. FILE N0. p w UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 �'^_ ��e9�ir DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES Zt LL CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH "N A.SEUMA40 CITY ENGINEER RCE - i XP.6 30 0 (sos) 279-4000 z T T - _ - - - - ' -+ T J_- -t.-__ +. --r- - - '--- - -tom,- - __- � _- - - Z-=."- z--t= -_.::(-_ _ - � - - - _`.==��= > p•' _ __ _ _ _ -� I + --«______-_- --_ -._. - -�- :-� `._-: �-_�_ �-..___: := r-.-__ --". _. --- � _ 1 -gyp,--P`EMiq•E� _ _ T_�'--r --- A ff — � s Y 2 _ F - - - - _: —tOENT1OAL POINT _T -- � -- - M lO — 7 -` 10 11 12 13 14 EHRT LE SCALES 15 16 17 18� 19 : 1 40' 1"= 4' 10+00.00,CA AMBRIDGE STREET= CONSTRUCTION NOTES 40+99.73. CA RIVERSIDE STREET � o 11+99.03, C L AMBRIDGE STREET= iO —CONSTRUCT A.C. OVER A.B. CL11 PER irr� N a TYPICAL SECTION ON SHEET 2. SEE TRACT 25476 g m 10+00.00. CA MONACO STREET m � ~ 2 COUNCONSTTRYUCT 6'TYPE STANDARD NOA��CURB PER RIVERSIDE RIVERSIDE STREET N 3 n CONSTRUCT SIDEWALK PER RIVERSIDE ___ _____ i 40+45.86 +.i— �- ^`' 1 i 11 ECR 12 13 14 15 16 17 18 "w' 19 2D 21 �' 24 COUNTY STANDARD N0.401, 4: THICKNESS. 23 a—CONSTRUCT CROSS GUTTER PER RIVERSIDE ( 'ems 4 `" OC COUNTY STANDARD NO's.209&209A. + O7 --INSTALL STREET NAME SIGNS PER CITY OF ELSINORE 45.B2' _ 56.00' 56.00'_ 56.00�_ 56.00_ 56.00' 56.00_56.00' 56.00' 56.00' 56.00' 56.00' 56.00' _ + oD STANDARD DWG.NO. 201. a e o �' n Bo--2'MIN. SAWCUT&OVERLAY AND JOIN PER DETAIL o I ,_'__UT 1'i � FS 13 14 2 15 16 17 ' 'W ON SHEET 2. '�--Q-I-- -r-- CONSTRUCT LOCAL DEPRESSION PER R.CT.D.STANDARD 4 5 �j N l2 l y 2 NO.311. (CASE PER DETAIL ON SHEET 2) W c p fl D Z W 11 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE - _ �a —y COUNTY STANDARD NO.20. J 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE g Y ` 60.60' S6.00' S6.00'_ 56.00' 5fi.00' S6.00' S6.00' S6.00' _2:1 o TRACT BOUNDARY I 76.70' Q 10+45.69 i- U (q�,�.J) f- r COUNTY STANDARD N0.1000. 41+55.88 10+44.33 �? BCR 72 n ]1 70 u 69 66 11 6] 66 6rJ 64 63 Q� E. 1i - BCR ECR n I c a o~ F EXISTING IMPROVEMENT m 10 MONACO ST. + +w ^+w E RIVERSIDE STREET o " SEE SHEET 13 PER TRACT 254776 r` ±'m SEE TRACT 25476 0 M m'- DATA TABLE ^ `` 10+71.14.BEGIN IMPROVEMENT ao B n BEARING/DELTA RADIUS LENGTH TANGENT N o JOIN EXISTING o ^ 3 QA NO'40'00°E 1032.93' �' o w °° QB NO'40'00'E 83.85' g © NO '40'00"E 961.80'E�W REFERENCE LL QD NO.40'00"E 582.78' FOR STORM DRAIN LINE SEE SHEET 20 AMBRIDGE STREET e, 0 20 40 80 120 160 SCALE: 1" = 40' o J REVISIONS:' PREPARED BY: PREPARED BY: CITY OF LAIC dM01E g BENCHMARK: HUNSAKER & ASSOCIATES PLm 5 �H USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, MONUMENT STAMPED D 307 1935, IS 38 FT WEST �QpOFESSI�, OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT - Qo e•` D°Lfs4� PAUL R.HUDDLE TON, .R.C.E.58020 El(P.8/30/06 DATE IN00 ARAM SIIPERESRIR�GtON $ T TOF o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 3' cy o RIVERSIDE CA szsDb (g5i)3s2-i2D0 TACT N'�n M o$ BEFORE DAYS BEFORE g N0.58020 �' PLANN.NG/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS AMBRIDGE STREET it THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH YOU DIG rou Dlc E'�e7J0708 / FROM STA. 10+71.14 TO 18.00 HEIGHT OF LIGHT ABOVE STATION MARK i METER. °` THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DATE SCALE: 1"=40' PF EPARED FOR:TOLL FREE I-800-227-2600 >r (VIE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f CAEIF 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.B. FILE UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH or DATE: JUNE. 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES zi ,max "M A• UMALO CITY ENGINEER RCE 9i E%P.8 30 0. (909)279-4000 z m -� _._.._:-. ._-,_. ___-_ -, _._ a __� ___.•_-_•__ TAN. ..,_.... __•-_... -._ - 1 r::- , :. .�- - -+- , - .___T -•_-_ --f__- i --t __-. ._._--__ o.,cam �,.,a : t -`-. � t �-. �- -=� - - `_mot - _ _ _ - =47- _ _ ' - ' -'. - --tom- -�_ =-+ � '_.`,--`r - --�_�• _ : _-r. C.C. 0.:. FOR. OF 125.90 V.C. -- -- -- .-'-�-_- ---- ---'- - - -- - ._-:. P.A. • - , __;__ -__--♦-.' ,-'_� � _._.:..-?��- O , - - Y 8.. � -_.: -. ,.-. -:. ,. k ._._ -�.-�.� - ��,1��-. _ _ � T_ � ram.. ___ _ __-_-_ �_-- 4_._ - 1 -'--1- -i W ,`-� -p ,1650 CIL - '--I- - - 6ellm �-__ --t _t - --•-... __ ______t-_._-. __- - - - - Ems_�_ 0. ,n _- "' - -. ©m 0 ®�L "o ,v . ' 3 t_-+_ - f - �_� OC\ A/4 T L N =-,-_-�---. --__. W N .A _. -- .--t " ._N m 4' cj - _•_. __• _- ...� - -_ __ _._ _..u_.....- -_._ __ -_ ____ -- - -- -17 - - _T - ,n r_ - t Iz o n __...-- --- - - -�- --- ---- ----- - ----- - --- - - -- _ - - -- - - - - - RT - - 18 19 20 21 - 22 PROFILE: SCALES 23 f 24 25 HORIZ.: 1"= 40' VERT.: 1"= 4' CONSTRUCTION NOTES 10---CONSTRUCT A.C.OVER A.B. CL II PER TYPICAL SECTION ON SHEET 2. to--CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE COUNTY STANDARD NO.200. �-CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO.401, 4: THICKNESS. 18+68.53,C AMBRIDGE ST= o" ,^°f- CONSTRUCT CROSS GUTTER PER RIVERSIDE 10+00.00,C/L ICEBERG ST n my r°' m c m m COUNTY STANDARD NO's.209&209A. a� N °` o---INSTALL STREET NAME SIGNS PER CITY OF ELSINORE �{ W DATA TABLE STANDARD DWG.NO.201. 24 25 2g 27 28 + BEARING/DELTA RADIUS LENGTH TANGENT 11 CONSTRUCT 6"DRIVEWAY((RESIDENTIAL)PER RIVERSIDE C 11 29 N COUNTY STANDARD NO.207. q 30 QA NO'40'00"E 1032.93' 56.20' S&40' 62.00' 83y00' 70' S0.3T 1 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE �� -- - _ '6 1.69' 41.04' 3 , Q NO'40'00"E 582.78' COUNTY STANDARD N0.1000. < ^ F J K 31 © NO'40'00"E 961.80' W19 2 _ 20 Qj QD NO'40'00"E 121.41' A "� i -E 2 x 32 QE B-48'00" 300.00' 46.08' 23.08' N W 'ion `Pp QF 8'48'00" 320.00' 49.15' 24.62' E N= g .. ... .. ', - D G asp, 'N �S. © B'48'00" 280.00' 43.00' 21.54' _ -- -- H 9y. QH S9'28'00"W 50.10' 121.41' 5.4' 36.05' t'33 0+45.0 10+45.00 4 "50.f0' M : L QI S9'28'DO"W 50.10' z S ECR m BCR 62 0 2:1 J�� ,. ro B(_ QJ 10'14'12" 110.00' 19.65' 9.85' V`� 63 " QK NO'46'12"W 41.04' zm " ICEBERG ST. W AMBRIDGE ST. 's o m SEE SHEET 14 +"w m © 7e a1'a7" 55.00' 75s4' 4s.0s' E o STA. 22+04.66, ECR Mp 7e a1'a7" 35.00' 48.07' 28.70' 99 EC 0 99'10'11" 60.00' 103.85 70.46' NTQj9 P' QO N81'36'02"W 41.04' 0 0 2 160 s ti. 22+54.777 © 10'14'12" 110.00' 19.65' 9.85' Id'sAMBRIDGE STREET STA' BC BEALES'ST Bc SCALE: 1 = 40' SEE SHEET 7 �17J0 4+H /I-?. o5 MG ERTREVISIONS: - PREPARED BY: PREPARED BY: GAY OF LAIM BAN= �N USC AND GS BENCH MARK DISK IN CONCRETE /: ! FTj HUNSAKER ASSOCIATES sl MONUMENT STAMPED D 307 1935, IS 38 FT WEST oQpOHuua°4'k PAUL R.HUDD 1�zz ON, R.R.C.E.58020 EXP.S/30/OB D' A INLANIDRVEIMPIRE REGION INCSTREET DROVE NIT PLAN 6 OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT :�' a 2900 ADAMS STREET SUITE A-15 TRACT NO" � of DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. ' �' �'sO RIVERSIDE CA 92504 (951)352-7200 M $ BEFORE DAYS BEFORE d`NO.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PUNNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS AMBRIDGE STREET L9 $ You DIG You DIG EMP.67w/01 A FROM STA. 18+00 TO 22+57.77,B.C. is HEIGHT OF LIGHT ABOVE STATION MARK i METER. MARK DESCRIPTION BY APPR. DATE m � THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR -� SHEETS of TOLL FREE 1-600-227-2600 0+ f` CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' REPARED FOR: CENTEX HOMES WO FOR: F.B. FILE N0. iLL A PUSUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a'•CALF fj� Q � 2280 WARDLOW CIRCLE, SUITE 150 0 UNDERGROUND SERVICE ALERT ELEV.1425.76 NAVD 88 ..G I( 09 CT DATE: JUNE. 2004 CORONA, CA 92880-2896 0919_25477 CENTEX HOMES LLx CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH k[N Ac.'SEUMACO CITY ENGINEER ROE S61/SfXP.a 30 Of7 (909)279-4000 - - - 3 a- 200 V.L.. to -- t_-1 i t-..___ r �_�_:: $ _. - �-x-:- -t _:_�:- . -- 1862.50®24+25.00 N :.. -_ ,...=.:x -t ±-_+__-_ -. --. r '--th - _ -_ -- - - ---- -$-+ - -- - -- -- - 4 a = i..o rn 6g or. o\ _-_ �._. -_ _ ORTlOIiOk ,o - ,- ._ :. -.. N o - - +pro cT _-__ ri PROP E -__-: -_$-��-__ - N,n ,.�N __ -„>• N +N T No N > ._ n+. .. - 1660 _ -.-.._ N I� N - +r corn�O w m F.NI - Y- --+ _ ,+ho = I_lS# _ - -.- +`a. r-d t..LLi ._.... _ 200'V.C. _. _ cc + Z io P.L=166248®24+25.00 o 1D W ern`+ m Iri o m v ° •r--:' _- �-=r-� G1=5.00 G2--6.92 L-i w - a N > ,T .__y--�-..._..._~� -_• --mot _.� �_ c2 �_., �- '�-. �_- - -_� _ a.,,,T ;�- _ _ �� : : 29+91,81 - --y-� _ + +-'-- ��=-r-�Y - 1 I1?5 V.C. - _-._..- •-� _41: n w N.-- :+.. > F- �- � __+ _+-- ".�-' - -'I. .. p' o >L ND Ov -EXISTING DROU -�-^ - ®.CEN7ERLINIE z r-�= y W 1 �-.� . � _- . -....I.. ....-.___ _. - - T-. -` - R DOSED TOP OF RTR=2.00 :PORTION'of 100.00'v.c' -- 1 + .m P.1.=1594.98®10+75.00 - - - �fXISTING GROUND -� - ----- - --�_ rt � c1--s.9z c2=z.74 � CENTERLINE y: I - -- _ _- _- - .... __. -- •-•- _. -� - _. :L': - _. I -. N h V -jam N - - _ 1 F y. + T ~ 23 24 25 - 26 27 PROFILE SCALES 28 29 30 31 _ 32 20'PRIVATE DRAINAGE 26+33.59, C L BONICA STREET= EASEMENT 13+15.16,C/L MERMAID STREET HORIZ.: 1"�=`= 40' RECTANGULAR CULVERT a m VERT.: 1 4' .. PER TR.25477 cS3 + .�' 5.71'S.D. W ROUGH GRADING PLANS v a I- v 30+71.53 BK,C/L BEALES STREET CONSTRUCTION NOTES U $ w a EASEMENT m t�3 m 30+71.53 AH,C/L BONICA STREET= 18 22+76.89 W r 35 _ I 36 _I 3� I N ta--CONSTRUCT A.C. OVER A.B. 2. II PER UNDER SIDEWALK DRAIN I J 1 38 39 ,�1C� +�- 4t 33+53.78,C/L STEELE VALLEY ROAD TYPICAL SECTION ON SHEET I 0^ 31.1 N 57.02' 50.02' 30.83' 19.19' 11 'r I +6 42 43 ° a-CONSTRUCT 6" TYPE"A-6"CURB PER RIVERSIDE p^ _ 50.33' 4 N m _ I 44 COUNTY STANDARD NO. 200. a•N B --- 4g95' 1572 58.36 6.1' S218' 1 8 O4 -'--CONSTRUCT SIDEWALK PER RIVERSIDE m+ ) 1' 47.42' 11 °' m• COUNTY STANDARD NO. 401, 4: THICKNESS. <N 23 .. 1 244 9 H 7s N 52' A5 "� CONSTRUCT ACCESS RAMP PER CITY OF ELSINORE STANDARD DWG.NO. 101. Q°`' N G _ ��9r 26 : M - '� < '� 47 �'r�� 71�-INSTALL STREET NAME SIGNS PER CITY OF ELSINORE pcw C E L a 2 2 ?�� 34+ �-STANDARD DWG.N0. 201. w _ " __ _ r 2 $ 7 0 1`..`-\ 83,1 4I?3' BCR 1$8? N S �f S N0. 31CONSTRUCT 1. (CASECAL PER DETAIL DEPRESSION PER SHEET 2)T.D. STANDARD LJ�p 49.89' 58.80' S0.00' 50.00' 3.00' 37,12' CON NtD 52 26.13 29 __ 3.82 44�3 Q 7728' 0 2 2g T ° qp�, �F V yf�'4 '� 11 COUNTYUST 6-STANDARD DRIVEWAY WA((RESIDENTIAL)PER RIVERSIDE 31 49 51 12 24+64.98 73.04' 12+69.52' - ' C ,IQOgO •A 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE LLI 48 50 STREET UGHT 53 4 54 12+65.97 < BCR "� �� _ `' ° e N NN DATA TABLE DATA TABLE ECR m 11 6.gp• 7 .� COUNTY STANDARD N0. 1000. BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT MERMAID ST ++ ^c3 112 `�`! �� 16 CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER E Q QM NB6'S9'19'W 59.99' N m SEE SHEET 16 N w a m ^ ,113 �, U \`"'�.y�, 6 34C�gs RIVERSIDE COUNTY STANDARD PLAN N0.309 A S88-09'46"W 219.49' +W EQB S88'09'46'W 169.38' ® N86-59'19"W 59.99' `li rn + S QC S88'09'46"W 219.49' QO N86-59'19"W 59.99' 114 >2 6 G QD 13-25'23" 300.00' 70.28' 35.30' © 15-22'21" 500.00' 134.15' 67.48' 6 \ / °" 3/ z 1 QE 13'25'23" 280.00' 65.60' 32.95' QO 15'22'21" 480.00, 128.78' 64.78' 3?*9>>> z, fCq mw W \ y j E QF 13-25'23" 320.00' 74.9T 37.66' ® 15-22'21" 520.00' 139.52' 70.18' - <y /� p © 22'28'45" 300.00' 117.70' 59.62' QS N71'36'58"W 192.45' 115 �Vo �623�G j �h �I� o Q 22'28'45" 280.00' 109.85' 55.64' QT N71'36'58"W 116.73' REFERENCEStE'E. QI 17'49'57" 320.00' 99.59' 50.20' QU N7136'58"W 121.12' FOR STORM DRAIN LINE m� �E V �h QJ 13-54'17" 320.00' 77.66' 39.02' Q 95'21'15" 35.00' 58.25' 38.43' SEE SHEET 18 Ski S A<<Fy has 013-54'17" 300.00' 72.80' 36.58' 090'47'05" 35.00' 55.46' 35.48' Nei; 4 ROAD 32+9 © 0'48'37" 28D.00' 3.96' 1.98' 0 20 40 80 120 160 N BOR62 S BEALES STREET SCALE: ," - 40' bJ 6 0 o.3 0 PH D � GA T�}J TREVISIONS: - PREPARED BY: PREPARED BY: aY OF L� � llh{�' USC AND GS BENCH MARK DISK IN CONCRETE ��, HUNSA IRR ASSOCIATES MONUMENT STAMPED D 307 1935, IS 38 FT WEST RpOfE45/�, - ` IRVINE� INC 81MI MVROYE]Y�rT PLAN - o yWOp��.4 PAUL R.HUDDLE CN,JR.R.C.E.58C EXP.8/30/OB A INLAND EMPIRE REGION of OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT e`' a Sro�^y lI 2900 ADAMS STREET SUITE A-15 TRA� �� n 0o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. �'°IA RIVERSIDE CA 92504 (951)352-7200 BEFORE DAYS BEFORE 'E NO.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH PLANNIN-,/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS BEALES STREET _Z1 is YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. A" �•e/no/ae = THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 22+04.66. E.C. TO 30+71.53 SHEETS oN TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE ryI1N�? CIVI` ?e 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 0r OpL,T& 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 ° 09' DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES zl LL x 'ICLN A.if4 -W CITY ENGINEER RCE EXP.8 30 0 (909)279-4000 z m s _ s _ T T -- -� r - pURB -r + �-t- 1 - _......__. - - - __- - -- _ y r - maim 1 31 32 33 34 35 36 37 38 39 PROFILE SCALES HORIZ.:: 1"= 40' CONSTRUCTION NOTES VERT.: 1"= 4' ' o'er,•W O1 --CONSTRUCT A.C. OVER A.B.CL II PER TYPICAL SEC11ON ON SHEET 2. DATA TABLE 815.s2 Sj SFF o--CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE Q BEARING/DELTA RADIUS LENGTH TANGENT fF4E" Vq��E"T 4 COUNTY STANDARD NO.200. 4 CONSTRUCT SIDEWALK PER RIVERSIDE F), c°s COUNTY STANDARD NO.401, 4: THICKNESS. QB N71-36'58"W 102.70' CONSTRUCT CROSS GUTTER PER RIVERSIDE © N71'36'S8`W 98.85' M COUNTY STANDARD NO's.209&209A. QD 18'36'52" 300.00, 97.46' 49.17' h(j s 6ry°` 3q'`Q 2. STANDARD DWG.ACCESS RAMP PER CITY OF ELSINORE QE 101. 18'3'07" 320.00' 103.10' 57.05' O7--INSTALL STREET NAME SIGNS PER CITY OF ELSINORE QF 2'53'07" 280.00' 14.10' 7.05' �T '� y 4 C / � 6 _a � �� STANDARD DWG.N0. 201. © S89'46'10`W 309.37' 's�, R° , W SE m 119 E SHEET 11 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE o QH S89'46'10"W 289.01' ° 3p / .� BR 12 o m M~ o 0 0 o rn COUNTY STANDARD NO..207. 02 10+49 ABAN7 rn m w M k Q S89'46'10"W 309.3T 3pfg2�7 w 6� B �0' 800 ST• n 141 +F �rn o w SEE SHEET 11 12 COUNTY USTANDARD NOEN1�pEET LIGHT PER RIVERSIDE COLETTE ST. OJ r24'36" 1000.00' 24.61' 12.30' fcR o 140 139 M 138 137 136 M M 133 1 155 N 1 / fi A 10+48.18 135 QK 1-24'36" 980.00' 24.12' 12.06' o o / S o 3pN EC R 4 ti 17 1 27+19.44 © 1'2436" 1020.00' 25.10' 12.55' $• ' d' ° �61 F 46.74' 50.00' a Tf£�F / / - C- ZG ^ _ ._ 53.80' _ 50.00' _j 50.00' _ 38.4T 2.7 1.1 ' 39.88' 50.00' B 40.00' try P 156 o ® N88'21'34"E 174.88' * r QN N88'21'34"E 129.88' �m S S`V�/',��' Q $9 S 11 ,6 - a H �� K ._ N ff t44 4ZQ5• �4, 7 ' 0 38+49.39,C BONICA ST= E OO N88'21'34"E 129.88' yf�/ RQ,4p aa\ to � _ _ 34 35 2 : 6 �- 4 120 S6,g, �h r - 1 GQ 36 8 26+74.44,C COLETiE ST © 90'00'00" 25.00' 39.27' 25.00' 0 ., ,h� 1 -----}__ 0 37 M 26+75.80 72 g Q 90'00'00" 25.00' 39.2T 25.00' 30+71.53 AH,C/L BONICA STREET= g?x E 2 ^ r , STREET LIGHT 30+71.53 BK,C BEALES STREET �, 9.B 53 1. - 7 \� z ® 8518'19" 35.00' 52.11' 32.24' 33+53.76, C/L STEELE VALLEY ROAD v BCR? 121 m 6 - N 0 - v o 53.61' 56.24' °- - ` _ 0 6 157 V N o QS 89'78'42" 35.00' 54.56' 34.58 v v 122 w 56.00' 56.00' 54.00' S0.00'_ 37.13'° 12.8 2.48' 37.54' 50.01' 42.33' 'g �� o og A�rmo 123 124 125 126 4 27 128 zs+zs.aa '2 e o w 129 130 131 ECR M 158 33+11.38, CA BONICA ST= + w 132 0 10+00.00, CABRABANT STREET n m COLETTE ST. N SEE SHEET 11 0 20 40 80 120 160 SCALE: 1"=40' 6' BONICA STRUT It- 7- v3 MG /' '- ERTREVISIONS: - PREPARED BY: PREPARED BY: CITY OF LAM aNIdE o USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER dt ASSOCIATES do MONUMENT STAMPED D 307 193b,IS 38 FT WEST QQOFEssrgy _ IRVINE, INC $" T M�ROVE�IT PLAM $ OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT W,"o o- o�c� ZZ PAUL R.HUDD TON,JR.R.C.E.58020 EXP.6/30/O6 DA ,2900INL ADMND STRERESRI E A-15ION �A�ft n of -- 0o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. : RIVERSIDECA 92504(951)352-7200 BEFORE DAYS BEFORE a`NO.56020 P'.ANNING/ENGINEERING/SURVEI1NG/GOVERNMENT RELATIONS BONICA STREET Z�I YOU DIG THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH is YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ExP e�ONs THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 31+50.00 TO 38+49.39 SHEETS MARK DESCRIPTION BY APPR. DATE SCALE: 1"=40' PREPARED FOR: TOLL FREE 1-800-227-2600 - �r CinL CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTEX HOMES - A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH OF CAVE < Q� �'�" /� / / 2280 WARDLOW CIRCLE, SUITE 150 W'O. FOR: F.B. FILE NO. 115 UNDERGROUND SERVICE ALERT ELEV. 7425.76 NAVD 88 �i DATE: JUNE, 201. CORONA, CA 92880-2896 0919-25477 CENTEX HOMES LL x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KtN`A'•3Bw• W CITY ENGINEER RCE 5 if EKP.6 (909)279-400o z m - �a_==___ __ C�__� S_ ___•'•- a_____ —x—S_ x_�-1 SS ___ C S S_______ SS—.� __^___ S==S_S=SS—�_S__x_____ _____�____S__� osa___x______�a^�__—____ _ __=G __________SS__ S �'• ___� _ _ S __ SS—_. __. — — _ -__ -- _ S___ __— _ --_=a- l=,� =-a=^= ___--_a.asa=s__ Ga=G=xas�= s= _ z= old=s=a==aG=:�:_••..__-___ __ G __ �sx=ax--� IMMS ._s_�sma_ E_ _x=a== =aa=_sa�aasx-_T^ss-jsa=a-s=a==xx_ss_ue=E^�--OM_==a-=._aac-a_ax=a==s aa=pQ ___-�__Gsa-�__�a_ _s^__s=_=_=__=ac_aa s_tes_a=_s==oo_=ac=s==_axx=-=�.=xc_-a==a__G=s=^--=-=_G__o r^I-_-=am-a_-�a=-saa __-__ _ __G --�s_-�s !_Gs-__-aa-•-2-_--�B-�__- _r__a-s_s-__c�aa_aa xB�__a__=-___o=_a=_=�=.-:..ii'_'s_s=;,�-�-__-=�_o=,i;:_xBo_�aa'_x-_c_xa=s_x=-_____=-r�-xa�_=--::�=___aG_^=:==_-=_::s:.5=a-__-�W�=--.>e:_.Q�sa_aas-..�ir_C_=e`=__ou:�sa_a-=-_oB==G ssa_===_._-e--_�•�.. s-3 a_c_-Z•U_a Gss= _= es - s __ a=a o-�.�6 =asax =-=aa�-Gax=sa=-a- =_ __a---- = s -a_acr•__r..;�=----a:a�:�__:.�;�'__m-. ::r.---- s_xa_ ��:�.:�� =asm=a- s_=_='�a�==Baas=a_oa===== - _=��_____ °1•• T� - � =� i� �fi' __ __ ____---,a__a-..�.a._.-E-0-_- __ -s-c_--� � 5�� _`^_— a�---��C.—^��—GSS^=— —^:S—=_-�'-� �-�-._....z..,....•ICG—,•�' .11 1 1/1 - .�'. _C•.,C-�—:�- _S=S�• -'�•C��_'s_a_"1r•._°S_•_CS_TJ'•_C �_ G__•�________-�.S =MS G=�— x= =tea=�a-ao=� -aax= a- s-aaa=•�_�-o•=I� -_� Y"� _- a==ate= __---_ _ ar-,;_,.__ __ -_ _______�_��s=xox �� 1=a �asoGa= — __ xs=ss=asax ==as r.__;_-�:''�� _ ..�L. _C_ _____ _------ sm —'��_ —�—'_�___� G SS� _S•O =a ZZBSBa=�. ..C7 ".:.:I^ �_• —___ —__- -• �Z= aaaSa—^�IM a r 1 - a=a• S_ - _ Maoaxs=N ®Sr"•�t= 1 Wes[ ==as�as==- as—� � '�•auoo i• _ saaaaa - -ass—_—as_-- —,. . _.. —�a__�� -� Gs�Gs—�= s _ x—__s�_�i°"°"�x's = =_ss� � G=xaxs _�_�� i— _______—• c�--:,�ooaa � .�� S�Cx�=��— _______S_xS�=�S.��=� ^—y._•= •: �I �� '1'1 1 i � _____ _ � _____ —___ __�_ —�5.=_.�5� __ s-ass=aaesx-ssa__x-==� _ '- 3� x s: _ � '.�,•- -_- __ G=-=--____� =m !M -�� _-=�=ter=axss_a-as===x= __"'_= e�-__-�..•---__�xs_sB=c_- �- se_ _ aG===�_--'� Z_-- �__�___=_-__xa_-_-�_=__=aasas_�_� x MORE ME ___- _ _rr_-;_:__�s_s_ _ ss= - _� _ _ _ aaacaaG _ __ _- �; _ �.s =aa ^^ saes_ ME sus-�-o ____-G _s -- •-s_= �- ai - as• sa==-SG.S'i„L.__ aaGaaGsssa=aa-=.__ -��e:=e_=a• = a �_ aG'3a__ @_- s s=c-- _ _ _ _tea_ _ _�_ -=a ME !xa __---- _ _ ^ -__ :sms =_==was-aa �_xa___ - G=aa�-G _sa::� a= �;_ .: .z -�Ec�S� '�. �� ® _ •1 1 �____�_� -_____ _a_sa=ss=S_S a a a - aax=�=-____--_- G==�'�--_-•_�_'��i� oc=m 1 -�� s_iy�� c__ �_ , _=-_-� ___===Gaaam__a__G_a___ �_� was= OEM-- _ MMM== MEMO s -�+- �s`J � � G s�_ c _-i. ===ate •�____ �- _-_ __ _____====_x_�=_==_____� ax xsas_ ME cME— x_;;;,_ ••_,__,. !_-_ �_��. � aG_ -_ -SSS_aGss__ a�=aa_= -_saa_�=x==aSaxasx_a s____ Gx=a= =aa_s_s== a�ssxs _.a�a__-,� __xsxa�=x_=c_..1 •• 1 S^ __ _ Sasc_a__�________ _____-___e_s_a �s�=ss-______osasa=_ -- -__--x-__-- ------ - -_---- - aaam-s � s=ssssas==�N� aGa==aG�saaoea;;;__'-=-_'.,� z-ss==��_�_-�_:•-`' r 1 _ � a_ =es_aaa-=S_=�aas_ss-__; _ ssa_axax� -_-=s_a_axs_____x=axsa-_-s MEG ��_ �=�xs�a=xasGGaaa - aa.•r_ 1 _- a_s_ ____ _ • a= = s>�===____-�-�. -'= aax_- "'�;,_y_= =_,__ssaaxox______ =s ss�-a^=s _=-x_ _aaa=== _ - ___ y = - =��--aa=aaaaa-c==-_ -.x,, ____ 1•1 _ _ ___ -_ ________- �__ =s z= o __ =a_=a__aa__ __ ___ -__s _ aaa __s_a_G __s__aass ME Ta saxsa�=as==a__s=-sans ^--- :r :• I:.�_-;� ._-ss-CMG-_aaG a-- ^mss_ _a o=a--a-=aaaa- _=-=-_as=- !_s�s s aa=---aaaax=__=-=axssasas :i,,:,.-. =e_.: 7-�i- ===_==-= s_�Bx� --__ _�_-_- ____ _ _ _a_acaa��_a_s _ _ _ scats=G =�a�_sGa -�_ _ -e==�mssG�_ x--aa_cw as =S__9SSS_ �S^ -- - =s_=�M_=_a=__=____s 1 __ME e---__-__-____-_____- _ a--==axaa aa_s - _ cam=a_ ,� =---x _M= s�ssaaaaasssG3s_- �axxsss--s�=xa_=sxs=s s - cs = � _ -__r= s�-ss= _ ma`s^ ss�-• �=z --ems=^ / = axx=-ax�xas==== ate.___sue_____ s ! _ _ ss =c-sasses ��a=xx__:e: _� ems_ s as _ _�sa =__=a-=s=--� _______ =sue =s===_a _ saos __ =__a s-___� _�__�==z-- _G=_•_ _s _ _ � _ _____s==- _ _ _ ___ g G-=�x!!a =-gam __=xa=-a_ _C--= __ S _- aa_ _a =_S________� __ a_ _ x _C BE= pp __ _��__G—a=ate== WIN axesaSSS _�_— �� •a • C—=— _ G==�C��= �� ==_�= aS===_= ==_a—_ -01_x_ _=�_==xa�= cs8= =x __��s_�r�_-�� a-xxlaxs___�_ -_ ROR _____axc___sc�==___=__ s Mw =_�=_S_==____ s--.= G t =aaS—=�C=a S___=________S__—_S_ _______S=___—__--____ �c-�-a�� - s= =ice .�® _aa_amaa_��1=! =-�sa_aaG-axes_=-ate a=-a-a �_ -__a='==_ a=s a_xs=_a_aa___s_-__ =rG_E_ -`.- _-- -_ Gam- a��--• a c=aa==aa=aaaaaaaaa=_ as^-=^-a ==-ax---a = _ E_-_ _______ems---,---------__=e=Base= -SSss.•_� 1 11 • • •1'1 • 1 his , . I 1• • Mol • L: 1 1 •1 ` O I I• •� 1• II �— 0 •1� 1 1 , III � ' • � �' 1 C� _ �� q�� • 1 • 1 - •111 - = = - T L - - - - -- �. _PROPOSED TOP OF $-�- P.Ll=-0.O G2-175A0 _._.... uj CURB ® :20' LT o w o �. - e -_ - o m o m w ct =osG c2=tso - - N M m -� o L�1 =_-^--T -- m m N Nm I--•-- -1- -•- - --J _ -_ -�-t _ __ N f : N :-F -�- ' -� _ �-^--•_� _+ - - XISTING:GROUNU - -� CENTERLINE, -T- 19 65' 41.04" 106.01' 41.04' 19.65' - ___ O.C. TAN. : 0.C. TAN. O.C. - -'--i=.-,, 106.00 V.C. - .. �.- _��-•�_.+- �.�-�-�. .,_ - � - �� ', I R__0.80� _ N N ao +o ri N.�i-,N _. -._ ..� N c�m =-_ _ _ _ *_ � _ _ _ - -` _ - PROPOSED TOP OF - _-+ - - - R=-7a5°e � '-�- y _ a 18 19 20 21 22 PROFILE SCALES 23 24 25 - 26 _ HORIZ.: 1 40' VERT.: 1'°= 4' DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT CONSTRUCTION NOTES SEE SHEET 11 pA N89-45'33"E 482.07' o--CONSTRUCT A.C. OVER A.B.CL II PER �TYPICAL SECTION ON SHEET 2. 25+14.73 BC QB N89'45'33"E 436.00' l CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE _ BC © N89-45'33"E 482.07' COUNTY STANDARD NO,200. O DQ 1038'24" 500.00' 92.85' 46.56' o--CONSTRUCT SIDEWALK PER RIVERSIDE ) ,6 > COUNTY STANDARD NO.401, 4: THICKNESS. 160 OE 1038.24" 480.00' 89.14' 44.70' COLETTE ST. N o--CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. STANDARD QF 10-38'24" 520.00' 96.57' 48.42' NO. 311. (CASE PER DETAIL ON SHEET 2) �. m W N 24+65.39, EC, ' �} EC © 10'14'12" 110.00' 19.65' 9.85' 11 CONSTRUCT 6"DRIVEWAY((RESIDENTIAL)PER RIVERSIDE M° tO`�' $+ °° 's'� QH N79-07'08"E 49.34' COUNTY STANDARD N0.207. z II 3 a vd 177 y ° 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE a +f i �J "� •0i. 1 -- QI N79-07'O8"E 49.34' >-Lu W Z°' 188 W 187 186 18S 184 183 182 F�.+ 181 18O 179 178 M N 161 COUNTY STANDARD N0.1000. pN� N 40.Od QJ N89'21'20"E 41.04' In La 4 41.255 L 1so less' K 101'13'58" 60.00' 106.01' 73.09' y= 25.20' 50.00' 50.00' 50.00' S0.00' __50.00' S0.00' 50.00' S0.00' J01' 46.03' 0 y -° - ---. --._ - _ a ° -. - - . ._ __ ° _-.- E: 2A .r� © 80'45'34" 55.00' 77.52' 46.78' 162 y++O W b H _ �� Sg3, QM 80'45'34" 35.00' 49.33' 29.7T C 3� 19 20 11 2 21 22 23 /� ? QN Si1'52'38"E 41.04' eg: -. ,r -i---- ,�I - 1 - I - -F-- k. }-. p�--+-� `� C�CB eC QO 10'14'12" 110.00' 19.65 9.85' E ZDui U yVj 3... �6 Q G J, K k _ .. •Z C ° F 43.49' �tA. 39.27 1. 3g.1$ , ,. 20'STORM DRAIN' z <^M� 30.21' 50.00' 50.00' 50.00' 50.00' 5400' -- 50.00' 50.00' -- 50.DO' 45.16' .84' 50.10' ' 2 163 ` ' EASEMENT N ♦ ` v z�^ 176 175 174 173 172 171 4 17 1169 168 167 166 164 FOR STORM DRAIN LINE AA t ^^ m 165 M w SEE SHEET 21 /� o COMPASSION WAY N N ;O 0 20 40 80 120 160 SCALE: 1"=40' %a �i//J4 ��-y n• �- a5 a n ��"'�/ REVISIONS: - PREPARED BY / PREPARED BY a"OF LAID:8lR101! � l� ��\\ USC AND GS BENCH MARK DISK IN CONCRETE ' ///'' //,/{ HUNSA IRV ASSOCIATES MG E ll�T MONUMENT STAMPED D 307 1935,IS 38 FT WEST RPpFE951p4, �f/ w ✓" s( IRVINE, INC STFM �O� PLM �� OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �4v a wrootfso�y I PAUL R.HUD DON,JR.R.C.E.58020 EXP.e/3o/05 ATE I2900I�DM STREET SUITE A-15ION TRACT NO.2"77 OF >"' DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWL h �'�' RIVERSIDE CA 92504 t951)352-7200 M BEFORE DAYS BEFORE fi N0.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/>_NgNEERING/SURVEYING/GOVERNMENT RELATIONS COMPASSION WAY i t o YOU DIG YOU DIG " E:w.e%mMe ir• HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 18+09.67 TO 25+14.73 SHEETS a MARK DESCRIPTION BY APPR. DATE SCALE: 1"=40' PREPARED FOIk TOLL FREE 1-800-227-2500 4 Nei c VIA +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f or r.AU�F� q/' ,j, 1 / 7 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.B. FILE N0. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 �"' [DATE. JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES zl _x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH A.SEUMfto CITY ENGINEER RCE 916EXP.8 30 7 (909)279-4000 z 65 + - -T s --•-- -- -_. _' ------ _-_:__'- -'-.-. _._. _.__...... '--_�- ter__* .-_,.__• .__.__-- -t-_:=t= :.r- - �-' � - - ,��_"�•- Me- -r , r i- -- - �- -- _ -t-.--r-. - - - -- - � L mow* i s - T + + r t. a ---+ -.-� - :-J- -�.�� - --T -- -� __`_ _ _`-mays-a :- �.1=- � -_ -�--' �� - - - �- - - - -- - - - - -- - -_•--'- - - - - 25 -26 T 27 �28 29 ~� 30 PROFILE SCALES T 13 14 15 16 17 DATA TABLE DATA TABLE HORIZ.; 1"= 40" BEARING/DELTA RADIUS j LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT VERT.: 1"= 4' QA Si'38'26"E 420.12' © 109-03'30" 60.00' 114.21' 84.21' QB S1'3W26"E 164.04' QH 88'35'06" 35.00, 54.11' 34.15' © S138'26"E 324.58' QI 88'35'06" 55.00' 85.04' 53.66. QD Sr38'26"E 166.08' JQ N79'32'17"E 41.04' SEE SHEET RIGHT CONSTRUCTION NOTES N QE 10-14'12" 110.00' 19.65' 9.85' QK 10-14'12" 110.00' 19.65' 9.85' 16+68.69, E.C.- o--CONSTRUCT A.C.OVER A.B. CL 11 PER t- F� N8'35'46"E 41.04' QL N89-46'29"E 46.21' 3Q+16.76 TYPICAL SECTION ON SHEET 2. w O-CONSTRUCT 6" TYPE"A-6"CURB PER RIVERSIDE n F~- COUNTY < K BC 4 CONSTRUCTANDARD NO. 200. La SIDEWALK PER RIVERSIDE U ++ II J uj <m SEE SHEET 8 m CHAMPLAIN ST. 6� COUNTY STANDARD NO. 401. 4: THICKNESS. cnCD "N L) BONICA ST. + 17+14.90, B.C.= CONSTRUCT CROSS GUTTER PER RIVERSIDE N vi COUNTY D�Rl1/ri7SLD.� t- m$ N 133 150 29+ L J COUNTY STANDARD NO's. 209&209A. ^ of t0 W W J 177 132 J , Ec za�# -- -- CIT'Y D�LA{C -E'L,SINDRr. - -- ^_ w�� 38+04.39 38+04.39 28+85.52 a'�' 60>g 7a--INSTALL STREET NAME SIGNS PER CITY OF ELSINORE -- - �I �O " BCR ECR q EC H tC STANDARD DWG.NO. 201. Q+ N a a - =►q _�9.02' 85.07 90.44' 75.64_ 5 Js C9)-CONSTRUCT LOCAL DEPRESSION PER K.0 T.D. STANDARD m B 4 2 o a t+p O W -- -- -- o NO.311. (CASE PER DETAIL ON SHEET 2) c 14 15 16 ^M N W N89'46'29�E rr 's TRACT BOUNDARY/ NCS 1 -- '- _ i - F W�} ,: '6 'so "o �' it CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE p 'T` �� COUNTY LINE Ld 4 2 ro W yN 26 rs 5 2 7 0 2 28 29 COUNTY STANDARD NO. 2DZ 4,6 r k1. Joy G i 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE W m W U COUNTY STANDARD NO. 1000. W .a 11 =Of 31.86' ° 50.00' 50.00' 50.00' 50.00' 50.00' 0 50.00' 33.27 O In O Lei O n 1.07 50.00' a 50.00' SSO 50.00' S0.00� SQOOT 13.51 17.8 t l W N m ` TC n z vi r ti 4 's.02 zz.or '2e.sa' N'- 142 143 144 1 w 146 1 �/148 149 + + z 150 n rn a^ =159 158 157 N J 156 154 - 151 t V N "E °- w 155 J� 153 152 m `J N 26+74.44 C L COLETTE ST= �"w+ 38+49.38 C/L BONICA ST.o o oN Ivr U D 2D 40 BO 120 160 COLETTE STREET CHAMPLAIN STREET 0 20 40 80 120 160 SCALE: 1"=40' v Al 6 • it# Il- 7• US SCALE: 1"= 40' nREVISIONS: SEAL-ENGINEER PREPARED BY: PREPARED BY: CITY OF LAM ELf�101! THUNSAKER & ASSOCIATES 8 USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC $�T �w�T PN 1 1 MONUMENT STAMPED D 307 1935, IS 38 FT WEST RppFESS/pFliN Of CENTERLINE CALIFORNIA HIGHWAY 74,33 FT Pao Aso�, PAUL R.HU ESTON,JR.R.C.E.58020 EXP.6/30/08 DATE INLAND EMPIRE REGION MG '- E 2900 ADAMS STREET SUITE A-15 7MCT��n �o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 'f'" RIVERSIDE CA 92504 (951)352-7200 BEFORE DAYS BEFORE N0.58020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH COLETTE & CHAMPLAIN STREETS - Z1 ga YOU DIG You DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. a e/�Ne a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 30+96.41 B.C. TO 35+98.00 SHEETS A . GATE 4 r SCALE: 1 =40 PREPARED FM TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY PPR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. " ' CENTER HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH Jf oFl"n ll i 2280 WARDLOW CIRCLE, SUITE 150 w'o. FOR: F.B. FILE No. o ueDERCXTauNORMCE ALERT CORONA, CA 92880-2896 0919-25477 CENTER HOMES zi ELEV.1425.76 NAVO 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: JUNE, 2004 x K!N A•59U W CITY ENGINEER RCE / EXP.8 30 07 (909)279-4000 z m - - - - - - -�- - - - - - -- - - -- - - ---�- -i_ - - - ----- - , PROPOSED TOP Of - __- o CURB ® 20 LT, __ __ PDR. 3P.59' V.C. 50.00,. 55.39, - .._._ Rl„=1.:7 9_ +41.45 v :o .TAN. O.C. - _. y_. ._ -a��d ,h n! r _ 1 -me --1.00': > %8 �8 �8 :/8: �6 . r_... _ - - -�- 100.00'.V.C. `L r= _ '--- -._ .,.. � o _ _ P.L=1617.65011+00.601 om ?m r` ,`O N o rn -•. ... x3 - _ - -+_-. - - - _ IG1=3.50 G2=-1.78 -:=-'_. : j- -.._ -z-� : _ oo �? +o' _.,:___ � PROPOSED � TERLINE �::: =I--, _� {-_::� Y :, m -= FINISH St1RfE PROPOSED TOP' Of_J - .p P:I:"=T608"13®10+90 CURB C�9 :78' LT _.__. _:-. r Ent -- -, -� - o 50.0(1 V.G._._ _- + _ -.= -Y- - r-•_ + G1=tao 6z=-t.7a - - - o P:1.=1606. - _. '._.- :. 4> - —IDENTICAL POINT y Gt--1.7 - �. N mLAj o+McfOo_ om-- T w ....�- �-'r- A/q: �4 •-•- : _-t ti o n + 1 ], _ 4 - Q - y+ R= 2.00% �_100. V.C. - - 2 1;211+00.00 --_+:.- - _.-_+_._ ct 3.9z Gz=-t.7B '--EXISTING GROUND " _ 41':.70" ® CENTERLINE ---- L :: u7-- - -.1. P.1.=1614.5213 ? PROPOSED TOP OF - __ -------- -` /a /a /4 /4 � o o CURB ® 20 RT - . - + m O.C. -1 _ t - ;71¥- _ -, 7tt7" EXIST :. :�..�,n,ri o m r _ _ _- _-'�+ .---.;:. - o a � �_ - �=9lrDzs989=+sDss I _ - --- - -- -- - --�-- �--* .- _-y - :; � om :_ _ 4 vi A/g _::_ --_ � -, __ � t_ _ _ p -:- _ �: F::-__!_- _.._ __-� _-'-:_ - �n cv m T/4 ' _+_.. .___. �........ _ ,.-_. _.___ - :'1:9D G2=-0.92 - -i-_ -:__ � - Gl=-T,OOG2=-2_:260 a o a -_-_- _- - m : /4 /d _._- - 11. _ 1 t- .:: T 4 38. -_. � - _+__ I -::��=-3,`_=... i, --� _-.__�.i - co. 1 1t S R_; - T -9� T rP OF - 10 11 12 13 PROFILE SCALES 9 10 11 12 13 h HORIZ.: 1"= 40' CONSTRUCTION NOTES DATA TABLE h VERT.: 1"= 4' O-CONSTRUCT A.C. OVER A.B. CL II PER BEARING/DELTA RADIUS LENGTH TANGENT �� Q 100'09'51" 25.00' 43.70' 29.88' TYPICAL SECTION ON SHEET 2. CONSTRUCT 6"TYPE"A-6" CURB PER RIVERSIDE QB 95'33'54" 25.00' 41.70' 27.55' S f f A' c+ DA�i A TABLE COUNTY STANDARD NO.200. © S5'20'03"W 87.27' SNf� m^'+ �' O CONSTRUCT SIDEWALK PER RIVERSIDE BONS(,. 8 S 117 118 BEARING/DELTA RADIUS LENGTH TANGENT COUNTY STANDARD NO.401, 4: THICKNESS. QD S5'20'03"W 39.09' A Sr a N 4 S 209'39'30" 40.00' 146,3Y ---- q i Q-CONSTRUCT ACCESS RAMP PER CITY OF ELSINORE QE S5'20'03"W 38.26' 119 118 11 4.11 �' sB.� .0 QT N60'21'20"W 50.00' �' v= STANDARD DWG. N0. 101. QF 6'58'29" 300.00' 36.52' 18.28' 122 EL 32+g816 R/W ? d QU 29'39'37" 167.91' 86.92' 44.46' 198 ly SEE SHEET 9 Q--INSTALL STREET NAME SIGNS PER CITY OF ELSINORE © 6.58'29" 280,00' 34.09' 17.06' A, + STANDARD DWG. NO. 201. A ° 38.28'ECR 2zD6' .7' M t Qv NBs•ss'1o°E 1s2sz 197 fi �WASSON CANYON ROAD6'58'29" 320.00' 38,95' 19.50' 5� 9f RW 11 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE % © 29'39'30" 107.00' 55.39' 28,33' 1�' �"� I I I COUNTY STANDARD N0.207. QI Si'38'26"E 88.24' ,, c"o o �. L 2 1 _ QX N89'59'10"E 125.38' 9j 198 95 ± 0°' II I FUTURE R/W 72 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE QJ Si'38'26"E 43.26' `^° 7 � `1� "u S T 7J 14+96031^ f BY OTHERS COUNTY STANDARD NO.1000. g OQ �Y N89'59'10"E 47.92' 70 11 I !' QK Si•38'26"E 88.24' f:1 - C F m 2 2 BCR ry� 123 "� "' o w o QZ B9'DB'29" 25.00' 38.90' 24.63' 0. 577" _rya' Z I I © 10'14'12° 110.00' 19.65 9.85' ''I 6 pJ ° &1 ^ o 4 J0 � 'e 13.3' 40.32' ` K' p 2 18 BC ® 90'S1'31" 25.00' 39.64' 25.38' ` - W a I I FUTURE CURB k GUTTER F ® N11'52'38"W 41.04' D O �. I BY OTHERS 74.41 4 QN 111'S3'18" 60.00' 117.1 Y 88.7T H 13.83° 39.09 ^ 40.1T R/W W ----------- n QO 91'24'54" 55.00' 87.75' 56.38' �, B 33+6OCR� w 142 Tao 12+99.78, EC W,,,� EC � n 2 a X -N.m �, 7 s � I > © 91-24'54" 35.00' 55.84' 35.88' 124 > w • Sn TRACT BOUNDARY pp N79'59'19"W 41.04' m 141 CHAVAPLAIN ST. a ® 10.14'12° 110.00' 19.65' 9.85' 2+ -R 13+44.7 12 2t,53' 29.14' S0.01' a 50:01' 39.69' I 12+12.30,C/L SAVANNAH COURT- o SEE SHEET STREET ucH 199 2 w RW 14+10430 .1 II I ` 10+00.00,C/L BRABANT ST= BONICA ST 3+44.75, BC `� 200 ECR I I 14+53:98,C/L WASSON CANYON /R�O� 33+32.83, C/L BONICA ST SEE SHEET 11 �` E o* 201 202 203 SEE SHEET 9 V e6 ti 'w + m WASSON CANYON ROAD �� a �W P BRABANT STREET SAVANNAH COURT a� 0 20 40 BID 120 160 0 20 40 80 120 160 SCALE: 1"=40' ljl/Jb 3�H ��' OS SCALE: 1" = 40' o REVISIONS: PREPARED BY: PREPARED BY: MY OF LAIM B,�Ip�E � `N D I G F R IT USC AND GS BENCH MARK DISK IN CONCRETE HUNSA IR ASSOCIATES _ MONUMENT STAMPED D 307 1935,IS 38 FT WEST QpOFE55,pN W- IRVINE. INC $TF T RROVBWIT PL.M 2 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��o a-`"UD0�fs4�I PAUL R.H LESTON, R,R.C.E.58020 EXP.8/30/06 DALE INoIANDDMEM�PI�RESR GION OF DIAL 1W0 WORKING ,-a" $,l, II RIVERSIDE CA 92504 B51 35ITE 2-7200 TUC, In �77 SOUTH OF POWER POLE 19319 CWT. =' No.SIB /E BRABANT STREET & SAVANNAH COURT 21 �= BEFORE GAYS BEFORE d` n PLANNING NCINEERING/SURVEYING/GONE M NT RELA710NS YOU DIG You DIG " EIP e7w/ae THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH TOLL FREE I-eoo 227-zeao HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. , THE AP CITY AND STATE CONDANDNA F DEVELOPMENTISS D/OR FROM STA. 30+96.41 B.C. TO 35+98.00 SHEETS MARK DESCRIPTION BY APPR. DATE �. SCALE: 1"=40' PREPARED FOR: CENTER HOMES A PUSUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH rf°f'I cAlrf° ,/ "" s 2280 WARDLOW CIRCLE, SUITE 150 W'0. FOR: F.B. FILE N0, o UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH / !•-+.ccr o>sf DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTER HOMES zi x XfN A.5[tlA7AL CITY ENGINEER RCE 'EXP.8 30 0 (909) 279-4000 z �-+ -ice- - -+--� - ��- :- --�-�_� ,:- � �-- _•- -_`_'--- -- _ -r__�_- - - - `�-�--' � - - P =BD7.02913+25.00. _ t -r_-- ._._.._ ._r --,-.. _ --t ::_;- -__. 1P0 - � 00 L-TSO4.5 .__ m p > __ _: - - - - _ - _.,_. T � � - •_._ .� - - N n 0 n p m - r0 PROPOSED TOP OF p< -:N + o '- 5 - N m: + m + i'- g w. . m gym_ o^ a N o PROPOSED TOP OF - o p o CURB ® 18 LT' NN,o - _. m+.2�---i--m,o + LURE'® 18 LT - .-� -.. +O -... •-•- �-._'-•.• m N N cv cV N ...F - �--- - __ - -� R"2001, w R 1 - �� 150.00,VIC. - r _ r81%-J 100.00' V.C. - - - _ 75'V.C. G1 G= 0 G 2=-1.45 . b...b0c.S0 V.C. €G3,000-15+-250 =3.T3'G2-T 50 P. 16 3.06®19+00:00P! G2 -450 > 1=13 -1.45 G2=-2.97 PROPOSED CENTERLINE _.. - _ - w FINI:rH SURFACED'- - - - © O O +o ,n,.j o d- o _ - m N ,O +Np 'n :r�V _ 00%: .-f -. -��-. _�_-Y_ ' � _?. +:'- '. ,m n N n m Cif m �•'� __ _..___.... ._ •_ -_. ___ i -- +. an wN m Q o m ©mo R<1.50% _ --r n' 0 150.00'v.C. : PROPOSED CENTERLINE _ PGI=2.00 G2=-+25.00 R__I FINISH SURFACE - `�� _ G1-2,00 G2- z.00 -__ .949, _ 100.00' V.C. _ - - -- _- - =_ - -- R--a.50� 5r- °PVC_- P.L_ i60A_5 01 +00.0 -g V,e, _ �' EXISTING GROUND - - T ° 1;c1603,03@17+06.00 - _ __ Gt:= 2U0'.G2=-3.26 _..: a- _ _ � &tl-i�0'. a�.4�=-:_. P:h= - .-` �-�-�r�`. . _ __ -� -_ ?.. r=3a4 G2-1 50. _ _, r4� t ®-GNTERLIDIE_._ 60Q C - _ - ---_ 1,t=4.65 G2 2.00 N wi ,: o --pP tp- ,n m rn o N > Pl•-16 3.3 t L=54.96 ii j '..> > t' -rS4 n�-�a _� , +O r,A O«� 0] 3 _-5U V.C. +o o,n ®1+10.00' o :.. _.. P.L-1601.32..._- -.N.. n +o o o -_L-54.98. 4/4 _--. ... -_P.1.=1602.02 + .-_ _ / n n 4 - ___ µ to O - i!. '1'4 �' � � �- - -- ®tD+75.D0 PROPOSED TOP'OF N - _ :...._. > sar.31 p o m' o o 0 0 - L=38.87' �.. ti i , _ ,n,.: : _ _:. : "' N n n, w '__:.,ri d- ,n, ,4 +o N o ro tid. cr _ - - - ; - -_ CURB ® 18 RT 1-- +o in r-: m,-. e�r� +o n m,.o m +o -... ~. ..._. ..._ ,� n _ v co 4 0 �n'n an er o-' `- +o m o m m _ - 2.0 o„� v m.'. n co + - -_. _ f' `O'n m o rr_. m ^ rod_ ,o co •-•-'. -1.50%. - , _`.,.. _. = r an M + -- o r EXISTING GROUND=' k - m _: -- - PROPOSED F --_ - R=-3:267 .. _ __- 2.32% = 1:_2 _ --- - '_ - -_ CURB ®' 1I , - -. _ 10 11 12 13 14 PROFILE SCALES 15 16 17 18 19 20 21 HORIZ.: 1"= 40' N VERT.: 1"= 4' SEE SHEET 5 w SEE SHEET 3 g SEE SHEET CONSTRUCTION NOTES AMBRIDGE ST. � STEEL VALLEY ROAD 208 WASSON ----CANYON ROAD D CONSTRUCT A,C.OVER A.B. CL II PER <m �'_ � 8 + 72 N 77 4+47.1 �,Iji I 24+57.60 207 206 205 204 a �) I TYPICAL SECTION ON SHEET 2. 14 �s 12+42.75 73 74 75 76 R/W 78 79 80 B 81 `'' ECR R/W 12+41,09 + I �-CONSTRUCT 6"TYPE"A-6" CURB PER RIVERSIDE C, E I I COUNTY STANDARD NO.200. A ECR 11 .� C °`" 1 4 11 OCR � � � 52.93' ^ 55.00' 40.84' G �-CONSTRUCT SIDEWALK PER RIVERSIDE 46.46' 57.10' a 50.00' S0.00' a 50.00' S0.00' _ 50.00' 50.00' 50.00' 40.00, `' 6 45.1T _ 55.00' _ �' II COUNTY STANDARD NO.401, 4: THICKNESS. a 6: ery I o--CONSTRUCT ACCESS RAMP PER CITY OF ELSINORE •`' a 8 �I STANDARD DWG. NO. 101. 13 2 2 3 N89`45'30"E 4 5 } 7 2 N89"45'30"E 18� 9 12+00.00 o-_INSTALL STREET NAME SIGNS PER CITY OF ELSINORE '3 --1--- I 12 , 6 5 4 N ro 2 II^,. 6 2 N m. r� 7. �I I STREET UGH STANDARD DWG. NO. 201. 11+72.96 - "' - CONSTRUCT 6"DRIVEWAY(RESIDENTIAL)PER RIVERSIDE STREET LIGHT n - - -- 6 " .H. 6 COUNTY STANDARD NO.207. 46.74 A 50.00 S0.00' S0.00' S3.44' TRACT 1i I B 49.36' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 47.17' 45.66' BOUNDARY 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE 12 g R 4 R 11 11+55.07 II COUNTY STANDARD NO.1000. C, 11+56.74 11 � � � D �'� F BCR /W S 4 3 2 is 23+45.94 �� a I'�� F_ �* 23+45.94 i ECR n 1 s n 8 7 6 m ECR �', 1 s BCR 212 N 211 210 209 SEE SHEET o w 10 9 + 1 'SEE SHEET 3 +� 213 +w AMBRIDGE ST. + STEELE VALLEY ROAD � SEE SHEET 9 10+00.00,C L MONACO= DATA TABLE m w N WASSON CANYON ROAD E 11+99.03,CA AMBRIDGE BEARING/DELTA RADIUS LENGTH TANGENT 116+08.87,C/L MONACO A:RUGOSA= 23+98.94,C STEELE VALLEY ROAD z A 90'S4'30° 25.00' 39.67' 25.40' z 19+71.15,C L RUGOSA= 8 / 11+99.04,C L WASSON CAYON ROAD w QB 89'05'30" 25.00' 38.87' 24.61' N E - © 86`06*29" 35.00' 52.60' 32.70' QD 90'00'00" 35.00' 54.98' 35.00' � o I QE 94-26'17" 35.00' 57.69' 37.82' REFERENCE F 90,00,00" 35.00' 54.98' 35.00' FOR STORM DRAIN LINE O SEE SHEET 17 © 88'46'20" 25.00' 38.73' 24,47' s i 25.00' 39.81' 25.54' 0 20 40 80 120 160 g SCALE: ," = 40' MONACO STREET RUGOSA STREET �JlJ4 A*N /f-7.03 o MG T� REVISIONS: - PREPARED BY: PREPARED BY: {'aTY LAIM B,N�IE y�l�qRT USC AND GS BENCH MARK DISK IN CONCRETE �/L/ HUNSA IRV dt ASSOCIATES MONUMENT STAMPED D 307 1935, IS 38 FT WEST 4*OFE9S104 � IRVINE, INC STREET MM�T � 13 �' OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��o rlwDug�4�y I PAUL R.H ESTON,JR.R.C.E.58020 EXP.6/30/06 DATE INLAND EMPIRE�REGION of �o DIAL Two wa6aNc SOUTH OF POWER POLE 19319 CWT. °s RIVERSIDE CA 92504 1951�352-72Do �ACT�" n BEFORE DAYS BEFORE NO.5BG20 n THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENCiNEERING/SURVEIING/GOVERNMENT RELATIONS MONACO STREET & RUGOSA STREET YOU DIG YOU DIG - EMP.6/JO/OB FROM STA. 30+96.41,B.C. TO 35+98.00 ip HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ^ THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DATE SCALE: 1"=40' PREPARED FOR: TOLL FREE t-eoo-z27-2600 ctvIL �� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES _ A PU8UC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH °F cA05 Q - 2280 WARDLOW CIRCLE, SUITE 150 w'O' FOR: F.B. FILE N0. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD BB �4ii.�-�"r !�7�T CORONA, CA 92880-2896 LLx CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH W A Euroiva DATE: JUNE, 2004 0919-25477 CENTEX HOMES zi 6 CITY ENGINEER RCE / £XP.8 30 0 (909) 279-4000 = m - -- - +50.00 - .. 1-rr PROPOSED TOP OF- a _00 LT L - �_ _me.µ '"j----- _-.�.-� - i _ - "-_.._ 4 ..... __ __ .-_ .. ,o: •. __.: _. , _:� � - - rt.�_ _. -.,_ __ems+-_ _�+_ _T_... ._-__• .. _.: _.r- -:-. o _.. l _.. _ ___ . t - , a'.i w ON CURVE ��_-__ �.--. _, o h --o.� �o �� w� P�, 200•' o ci r, ' 3Z56 V.C. 1@ .Q ;� PORTION OF-. 6® r :P 1.16 6.Ob 37.56 V.G L 18.76' +-- -� � IS +Sp �_ - --- -- - o e PROPOSED CENTERLINE o is o o co a>. FINISH SURFACE. 1: a +-,_'-=- r- POR..OF.100 V.P.1:=1629.45®10+ - r --z bo 0 o n -.._ - + o o/ 1_ 13 _1 -+. + r. :.-T r�+ + : _ _ ,o r r: + _.:_. ,n + i o m.: _:'.. -,.- _ 3. G2 B - - _- N o - --.._. - =1i.86 - : cp __.._'_ - - - - - - - , T �- 1625 LT - �- � - ;,_ + - �.-t- T - o �+ - - O Y + PROPOSED TOP --' o`� .,•_' `_:_ - _ CURB ® 18 RT POINT c3-=.- _`-, �--:- ��i:---_ -= --- G1=3.49'.G2=:1.08. _ ,� --__ __{__. -_-". tt : o M._ _.-� + N,n o N. - -..�.--� _ _ -!-•--�«-_. ,,, ,n�.:_, L=176.88 4=50.00' +N. ,o -=# ON CURVE y ON TANGENT 1 ..._.. o �.,M. _ _. M... _:. ___ - '_- � --. N -'Y _ _..mow ..e..•-ti- _' L - - �- .._....._.. . .� +N : _. }..._. i,: _•__ .. __:- :. __� _ ... r.,._:__-. -._-__, -� 37.56'V.C. - - - - - - - .- __ r c� N PI. 1626.00 u_ U_ 77 i a T : ---�� _ _ --� --"-,-�___- _ _ _,- = - _:_-'- _._' __- -- - =t� _-r=-- �_.. -- tom-- _ -- _ -•-� - -_ -�;_ r L 10 11 12 13 14 PROFILE SCALES 15 16 17 18 DATA TABLE HORIZ.: 1"= 40' BEARING/DELTA RADIUS LENGTH TANGENT VERT.: 1'- 4' QA 90'00'00" 25.00' 39.27' 25.00' QB 90.00'00" 25.00' 39.27' 25.00' CONSTRUCTION NOTES © S89'20'00"E 189.02' 1�CONSTRUCT A.C. OVER A.B.CL II PER QD 589'20'00"E 409.68' TYPICAL SECTION ON SHEET 2. to--CONSTRUCT 6"TYPE"A-6"CURB PER RIVERSIDE N m QE S89'20'00"E 272.52' COUNTY STANDARD NO.200. AMBRIDGE ST. m SEE SHEET 16 109 + o 12+77.02,CA ICEBERG ST.= m w �' QF S89'20'00"E 272.52' 4 CONSTRUCT SIDEWALK PER RIVERSIDE SEE SHEET 6 62 61 59 + L 56 13+73.30,CA FLUTTERBYE ST. w MERMAID ST. g m m A- 108 © S89'20'00"E 51.66' COUNTY STANDARD NO. 401, 4: THICKNESS. 1. 26 19+11.53 R ^�e 57 56 55 $ 110 as 6 STTANDARDTDWG.ENO.RAMP PER CITY OF ELSINORE $ �� Ev" ' �i QH 17'35'59" 107.00' 32.87' 16,56' ECR 11 /W `" 11 10+3.5O 10+42,50 �g4 -- 7 107 QI 17-35'59" 107.00' 32.87' 16.56' (-INSTALL STREET NAME SIGNS PER CITY OF ELSINORE rn A 48.76' S3.00' - 53.00' 53_00' 54.02' S3.00' '� 53.00 42_0B' J� ECR 3 QJ S71-44'00"E 50.00, �:.� STANDARD DWG.NO.201. 10+00.00,C ICEBERG ST.= 1 - - - - -�-•s� 3 - K QK N73'04'01"E 50.00' 9 -CONSTRUCT LOCAL DEPRESSION PER R.C.T.D, STANDARD 18+68.53,CA AMBRIDGE ST. O - ° a o ' NO. 311. CASE PER DETAIL ON SHEET 2 107'35'59" 40.00' 75.12' 54.65' ) 1 6: 7 2 11 4 72 N89'20'00"W 73 umi "' m 4 14 2 g ♦� � \20.00 11 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL) PER RIVERSIDE _ 76 O.C.-CB 3 COUNTY STANDARD NO. 207. w - _ 9 2 4 7 ;� 2 4 + W�7,V=8.00 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE - B COUNTY STANDARD NO. 1000. d 18+45.16 1 - 4 94.25' - - -50.00' 44.7T R - - - a STREET LIGHT 6 - y, R W 51.12' 50.00' - - 52.0Gr_ 52.00 - -67.40 - J p y, ti 18+25.53 / it 13+30.30 1,T 13+30.30 3p•72' '�'d �! m 24 !g $o BCR 93 ECR N N BCR 1t qp0� E 63 AMBRIDGE ST~± 94 + 101 102 103 M 104 105 2s.4s' o f SEE SHEET 6 w m FLUTTERBYE ST. W W 10B 16+84.85,C/L ICEBERG - SEE SHEET 15 N RADIUS POINT v w 14+98.38,C ICEBERG ST.= o d 10+00.00,CA MERMAID ST. �� o o� REFERENCE ICEBERG STREET FOR STORM SEE SHEET 1g DRAIN LINE 0 20 40 80 120 160 SCALE: 1"= 40' �� flab /J�N /� 7• v3 ew MGA REVISIONS: - PREPARED BY: PIREPARM By; CIRY OF MAIM g,M101E m R T !///J� HUNSAKER � ASSOCIATES MUSCONUMENT AND GS BENCH MARK DISK IN CONCRETE , L�8 _ IRVINE INC �[r�� 4• .�Y MONUMENT STAMPED D 307 1935,IS 38 FT WEST QpOFE°°/�, I S I[7GG[ 0 N OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT eo o- 0°cEsre l PAUL R.HU LESTO,J.R.C.E 5 020 EXP.8/30/OB DATE INLAND STREET,SR�GION OF o" DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. RIVERSIDEDCA 92504 (951)352-7200 TUCT N.2N77 $$ BEFORE OAYS BEFORE ENO.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH PLANNINGi:NGINEERING/SURVEYING/GOVERNMENT RELATIONS ICEBERG STREET 21 YOU DIG ,•«,GIG °"•°/'°"° A FROM STA. 30+96.41,B.C. TO 35+98.00 ig HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. SATE SCALE: 1"=40' PREPARED FOR: CN TOLL FREE 1-800-227-2800 �rf u1V1L CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES A PUBLIC SERVICE BY I DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH Or C'L" 2280 WARDLOW CIRCLE, SUITE 150 W''0. FOR, F.B. FILE - UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MAThiEW BUSCH -'!`� 7�``5''r DATE: JUNE, 2004 CORONA CA 92880-2896 Ogig_25g77 CENTER HOMES zi u_x K[N.A.5104AW - CITY ENGINEER RCE / EXP.8 30 (909)279-4000 Air -d- T_ DEW -Q= --DATA TABLE 11 12 DATA TABLE 13 14 PROFILE SCALES 10 11 12 13 BEARING/DELTA RADIUS LENGTH TANGENT BEARING/DELTA RADIUS LENGTH TANGENT HORIZ.: 1"= 40' SEE LEFT QA 90-00-00'. 25.00' 39.27' 25.00' 0 6*46'38" 280.00' 33.12' 16.58' VERT.: 1'= 4' 11+18.94. B.C. FLUTTERBYE ST. QB 90-00-00'. 25.00' 39.27' 25.00' 6-46'38" 300.00' 35.49' 17.76' NO'40'00'E 320.38' 6-46'38" 320.00' 37.85' 18.95 EC o F NO'40'00"E - - 277.37' N80-15'54"W 36.89' CONSTRUCTION NOTES 90 13+66.09, C/L DARLINGTON ST= Q NO'40'00"E 211.36' (D N80-15'54"W 45.77' 26+58.21, CA STEELE VALLEY ROAD 1.3-40-12- 107.00' 25.53' 12.83' 0 N80-15'54"W - 112.27' CONSTRUCT A.C. OVER A.B. CIL 11 PER G SEE LEFT s Rpir TYPICAL SECTION ON SHEET 2. SHf QV 82-41'17" 35.00' 50.51' 30.80' 10+52.92, EC N14-20-13-E 51.92' (:Dl-CONSTRUCT 6" TYPE"A-6" CURB PER RIVERSIDE 95 T COUNTY STANDARD NO. 200. I FLUTT RBYE ST. QH 111-36-57" 60.00' 116.88' 88.31' 91-54'54" 35.00' 56.15' 36.19' BC 1 27.� 97 96 04.3 - (D 87'42*33" 1 55.00' 84.19'1 52.84' 0'40'00"E 1 52.84'1 ICEBERG ST 4 CONSTRUCT SIDEWALK PER RIVERSIDE + R/W acp, COUNTY STANDARD NO. 401, 4: THICKNESS. 1620 ST 6 T JQ Bill 4 87-42',33" 35.00' 53.58' 33.63' 1 52.84'1 SEE SHEET 4 78.26' �21 74.06' 15.16' 39.03' 1 15 o I &__CONSTRUCT ACCESS RAMP PER CITY OF ELSINORE Nt.A 198 KQ S82-43'1 5"W 41.04' zi 45.77' STANDARD DWG. NO, 101. r L) ;t - - 10-14'12" 110.00' 19.65' 9.85' + STREET N ai 94 INSTALL S EET NAME SIGNS PER CITY OF ELSINORE 4 v 91 92 STANDARD DWG. NO. 201. QM N87*02'32"W 165.48' R/W 1 4.02 % -2 1 11 CONSTRUCT 6"DRIVEWAY(RESIDENTIAL) PER RIVERSIDE 2 ------- '02'32"W 167.48' BCRAr 11 COUNTY STANDARD NO. 207. Q '5 QO N87-02'32"W 123.90'. 61.20' CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE 09 0 N87 cwx 55.60' B3.00, 59 12 CONSTRUCT k 4 it WCOUNTY STANDARD NO. 1000. N 2 R V) CONSTRUCT 2000 LUMEN STREET LIGHT PER RIVERSIDE J f000, 5 12 1341 I. 1 Zj.j�17.87 lb-bb 51.05' 53 36,89 58 COUNTY STANDARD NO. 1001. m 11 7 199 E fliy 87 .7'6 26+00.7 7 85 83 "a 17 D 86 "i ECR DO 0 04 55.37' 60.40' 69.60' 92.00' 11J -7 + R/111 84 4 B rx V! �; + 13+20.0� I&, R/W ECR . T STEELE lui Ln 98 P 57 E w 99 VALLEY ROAD (n+ g loo 101 SEE SHEET .3 + r LK + :2 ICEBERG ST 13+73.30,CA FLUTTERBYE *1101111 12+77.02,CA ICEBER6-ST. SEE SHEET 14 REFERENCE 0 20 40 80 120 160 0 20 40 80 120 160 FOR STORM DRAIN 7 SCALE: 1" 40' FLUTTERBYE STREET DARLINGTON STREET SEE SHEET 17 Li SCALE: 1" = 40' to cs's BENCHMARK. REVISIONS: SEAL-ENGINEER PREPARED BY PREPARED BY: HUNSAKER & ASSOCIATES CFFY OF LAKE MAIIIIII11W USC AND GS BENCH MARK DISK IN CONCRETE DIG /"- v RT e,Z� IRVINE, INC 15 MONUMENT STAMPED D 307 1935, IS 38 FT WEST xp.6/30/06 *"'T"�"- INLAND EMPIRE REGION STINwr awwvBnw PLAN OF 04 PAUL R.HUDrSTON.JR.R.C.E.58020 E OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT (951)352-7200 KING 12900 ADAMS STREET,SUITE A-15 BEFOREBEFORE VE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYING/GOVERNMENT YOU D DIG HEIGHT OF LIGHT ABOVE STATION MARK I METER. EXP.6/o/06 SHEETS DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. & RVERSIDE CA 92504 TMCT la=477 Dry zi 0.58020 A THESE PLANS HA FLUTTERBYE & DARLINGTON STREETS DAYS B ING/ENGINEERING/SURVE�lNG/GOVERNMENT RELAflONS You MARK DESCRIPTION THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA. 30+96.4l.B.C. TO 35+98.00 TOLL FREE 1-800-227-2600 DESCRIPTION BY APPR. DATE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTER HOMES FOR: F.B. p C'v FILE NO. A PUBLIC SERVICE BY DESIGNED BY: MATTHEW EU:SC:H: DRAWN BY: MATTHEW BUSCH c 2280 WARDLOW CIRCLE, SUITE 15C W.O.O UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVID 88 'o' -(Z' DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH *Wf EXP.6/3 (909) 279-4000 CITY ENGINEER RCE# 1.11 : T_fi 92% w r PROPOSED TOP OF CURB - - - _:_ P.1.=i6§6.76®t?+5b.00 .L —� �- - .ts3s.ao � -- �,---`- a: A > �, -,.:+ _- _- - : •_-- - -.._ _� .._., —k _ -ram`=-� _-+.-=-_ {_- -- __ - - _ -- -- -+�----- = -� .. - - _ r _ . -�. -• may' _._-_. __-__.. ._,N� a N _:- .._ ._-,:__.._:.-;-7--_�-�-_. __ _ __-__ __.-- `_. ___ _______ �- _ ��5- - �.... T^ � PROP SED CENTERLINE - : —�—t- -.— _._ - -,•_- -- - � P.t.- -6® - ROPOSEB GROUND r o c� G7-^2i®U1�' - PORTION OF 100'.V G — r ® CENTERLINE F3.=7646.80.+2+50.00 44 �•—rr� .. -T-�--�— -_ in: : : 5 r__- -1-�r.��__.. _c _ter �- - __. .:�.... __.._. ._._ __ _ _ __ _ _ L=. _ __ _ 3- { F.rt __. .._-_.__ -` ____ -_.._ _._:---- ------ - - o o c-I m<r�--__-. ......:., �-'•--�--=--�# �_-� - - - '- '- -_.:= -�- - + P SED:TOP OF CURB �`° � __== -r=_ -�-+� -+' --_. - __ -T -�_ 4 1 - --' c1-t2zc2 ® 8 TEX4 TiNG.GR UN r _ e_2% - �- -,-� -..5 VAC. - �� E f: i +---- _ is , i rt= ........-. �__-=t —•-' �--� _ - _�-�--� _ _ -- �:..-. H Sim - -: — �CEN7ERIT _ ELI _ e + -ram- --- — — _ -- - T 10 11 12 13 14 PROFILE SCALES HORIZ.: 1"= 40' VERT.: 1"= 4' DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT -CONSTRUCTION NOTES QA 90'40'00" 25.00' 39.56' 25.2W 1�CONSTRUCT A.C.OVER A.B. CL II PER SEE SHEET 14 <m c w SEE SHEET 7 QB 89'20'00" 25.00' 38.98, 24.71' TYPICAL SECTION ON SHEET 2. m ,; + m w ST" © 9533'19" 25.00' 41.69' 26.30' 2 CONSTRUCT 6" TYPE"A-6"CURB PER RIVERSIDE ICEBERG ST. + BEALES — — COUNTY STANDARD N0. 200. m N QD 95'33'19" 25.00' 41.69' 27.55' � 54 � � N F �CONSTRUCT SIDEWALK PER RIVERSIDE 103 55 + J I QE N3'21'14"W 19.96' COUNTY STANDARD NO. 401, 4: THICKNESS. 14+5ECR 25+87.81 QF N3'21'14"W 23.51' l"J CONSTRUCT ACCESS RAMP PER CITY OF ELSINORE 12 14+73.14 �� ECR R/W BCR ¢ C c STREET LIGHT © NO'00'00"E 185.94' STANDARD DWG, N0. 101. t24.27' _ 60.68' 16.10' 19.9we �, 7�-INSTALL STREET NAME SIGNS PER CITY OF ELSINORE _ �i. 26+25.62 QH NO'00'00"E 184.94' STANDARD DWG.NO,201. 10+00.00,C MERMAID ST= A ^ H -� d L °E 6 � ' 6 STREET LIGHT 12 QI ND'DD'00"E 228.45' 11 CONSTRUCT 6" DRIVEWAY((RESIDENTIAL)PER RIVERSIDE 14+98.38,CA ICEBERG ST 2 N 4 3 COUNTY STANDARD NO. 207. n 1 7 11 12 K _ 13+15.16,C MERMAID ST QJ 3'21'14" 300.00' 17.56' 8.78' 104 QL s 2 1 4 1 26+33.29,C/L BEALES ST QK N3'21'14"W 69.15, 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE _ 7 I= °� COUNTY STANDARD NO. 1000. 0 6 d n 6 41 Q 3'21'14" 282.00' 16.51' 8.26' 135.22' - -- 50.72' 42.61 F L QM 3'21'14" 318.00' 18.61*1 9.31' 105 B o 15+4 BCR 110 R/W 80.70 ECR 111 N e6 ICEBERG ST. m BEALES ST. "s SEE SHEET 14 ^ N SEE SHEET 7 v z �E o 'sm *1\10111 MERMAID STREET �j' o$ REFERENCE 'g FOR STORM DRAIN LINE ;x. SEE SHEET 19 0 20 40 80 120 160 $i SCALE: 1"= 40' 006 Q+y 11-7• oS Pn -REVISIONS: PREPARED BY: PREPARED BY: CRY OF IL=BM�E z MGA '- ERTHUNSAKER � ASSOCIATES '�ti USC AND GS BENCH MARK DISK IN CONCRETE -_ ` IRVINEI INC STREET OPME]I�IT PLAN 16 MONUMENT STAMPED D 307 1935,IS 38 FT WEST ?^QPOF ESS ION 1, tot OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT /Q��Q fs�o s`II PAUL R.HUDD) STA�G..20XP.B/30/O6 DA IrtAl12299LANDMEMMMMMSTREET S ITE A 15 OF 0o DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. s RIVERSIDE cA B2so4 Z951)352-720U BEFORE DAYS BEFORE 'ENO.58020 1'm PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELA110NS o THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH MERMAID STREET 2'I You Dlc YOU DIG °�'°�'o20e FROM STA. 30+96.41 B.C. TO 35+98.00 ip HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �, n THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DATE e SCALE: 1"=40' PREPARED FOR: ° TOLL FREE i-eoo-2z7-26o0 1 4f �rva CITY AND STATE LAWS, AND A PERMIT,CAN BE ISSUED. CENTER HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f of CAL\F �• D e ' 2280 WARDLOW CIRCLE, SUITE 150ro' FOR: F.B. FILE NO. Ic5 UNDERGROUND SERVCE ALERT ELEV. 1425.76 NAVD 88 •/f.- .1' i7�9 at DATE: JUNE, 2004 CORONA, CA s2aaD-2896 0919-25477 CENTEX HOMES zi _x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH "N A:StUnji CITY ENGINEER RCE' S P.8 30 0 (909)279-4000 z LL m --: k ON HE I :OF A R INFOR 3C0 CR Pl S ' I - t-� _. F€Er P€R sF,eat�e:_ TH -1-- _ L_ SkN,ALL BE f'c 5,4000- "I --1 -- - - !N.-2 TSPE NO.AN c-6.000 PSI FOR-YE :.£ D1.G-. - - ILL r 1-a"Iat � ... rr-� 'I -; __ - ,. I -• i ,- t--i, -�-� r fi t r - - _'r..: PROPOSED FINIS RMACE --I- - - ...OVER STORM: INi USTING GROUND f t DER STORWI AIN �c t - w r -- T 4 - 160E} ,. � 1 � � I �c I - - -1600 _ m n,'... Y � - _.8� ..::. �- -- W.S,=_1599.34 z I-600.._ _ .. In Catch Basin) V NTT _. -. IS. t -...` it (In Catch Basin)'',._ 11 -54_._ °-'.:- I_ Ly 1jGl - g=©=04 -_-. - L. _-.:: :.{-F 1 _ 1 - -i-� 1'f'S.=t593.63 HGL > O,m- 5.4D__cfs �O� a _ 10.38.fps ~i 5. 1`91 23 s 9'Q `�''o CLs___ 1 y _ +a a7 , 1 N , Y 1:{.1 f - ri C 0 rn r, �, u- I m CONS L.F.1 7= 235 _ J } -� { i1j599 fl 1590 z = 2. cfs ( V} ( ,: 1 ,. :: +m I.- `.-: t : `� 1-,- z>z -Oleo -1- --- r-;�- -. -- _-� ---- -- - --- _o.n --�_-i_--.,_.. -- - - -- -.'. __ L..I - - =.13.6.efs__ ?> :}. I-�=.:}- i > .-�: CO ST.0 : 33.3 .� "'. I I T-. :.. -I'91 '.:...-�- "-' -proo : - y --m a V.,4t.-1-8-fps >S _- { "._ -: - z ----L-_ -_:__ .III i I.. o w V ='.13.45 fps { o r,o ------ - - - m z -- ;...1 y -� m e- co. 0'=33.9 cfs : ,. - - ,3 -P 1:6 0 0 -'i,: -- n wa - -- �. j V lYAS fps -m To k t z. z ONSTRt1CT 29.58 L. _. C. L.F. �. zD's" ___: +,n.. o --- _I_CQNSTRUCT 255.02'.L.F. :.. _.. :-. �__... __ o 5.3_.cf$- co _..-_ 0 5.0 cfs z. �> w> 1-k f { t - s RCP<c gss Iv), L.. 3d' RCP'. 1600-D OR CIPCP _..I. 0..1 V'-12.0'. f s t- -- �__-_ _ ----r- _ -, ( ) __-- __ -._- .__W 3.49 fps. ,r-6- m. m x p_- ,n 1... - �I I a R� _ - m x M j 4'�o �r' � I`" i I � I 1: , I'; m � � -- --1�- .r zm -_- __-__ __. ,:,: -9!_ ^!� - ..,. :j.- -_-. .r.-. ON TR CT i.1.235-!LF :gCCJSTRUCT 17:64 LF.^ .r + 1 �/ �; � _ - LAT B 2 LAr 2e -- - --- �, i18"---P C_ 1 B" RCP (CLASS-IV) , -__ - "CONSTRUCT 156.36 1.F. -_ I. i ,.. i _ {[� 1 36 RCP',(1600 D) OR CIPCP: IISE WATER TIGH - - _ 1 _-- 3---' i I I I a � 01+A +007h00 0 110 0 1 ,T B-2c» ; I i 7_ t�� - _ _ -- - _.: � - -_- - r I :.: -. _.-_ -- -- i- _ - i INTERSECTION B, +02.27 LINE"B-2"= STORM DRAIN NOTES 1+00.00 LAT"B-2 1+00.00 LAT"B-2e 31 INSTALL 18"R.C.P. (SEE PROFILE FOR D-LOAD) 1587.7 T P 8" SWR A 33 INSTALL 30" R.C.P.(SEE PROFILE FOR D-LOAD) r7 _ 1593.32 BOP 20"WTR. 1590.19 BOP 3 SD r 1590.81 TOP 18 SD R.C.P. ) a wN my 1596.55 BOP 20" WTR. ------ -------- . SEE PROFILE FOR LOA uom N 1595.21 TOP t SD `� 82 t/1 -----_-_. ___ ___. --_ -- -p3- 34 38 CONSTRUCT"J.S.NO. PER R.C.F.C. &W.C.D. STD. z_ a LATERAL'B-2W / - DWG. NO. JS 229 R aw[� ,c�a+�- 31 C 9 LATERAL'B-2f `� �l - 39 REMOVE PLUG AND JOIN EXISTING PIPE PER TRACT 25476. z a SEE PROFLE HE EO INTERSECTION 31 0 �""- a'a .�� ' LATERAL'B-2d .` Z- SEE PRO LE HEREON , o +g4� 31 E $0+62.52 LINE"B-2°= ti - 11 __ O' INTERSECTION 1 A=4 4' ''I O 1600.15 BOP 20" WTR. I +02.27 LINE"B-2° 'i SEE PROFILE HEREON�y C8 3 t 1+00.00 LAT 8-2 'Lc� 159910 1 f -- --"- - AZ 40 CONSTRUCT MANHOLE NO.1 PER R.C.F.C. &W.C.D. STD. r rn�a oa 1+00.00 LAT B-2 +' $1', ST. 4+4.21 -z 95 f )06 DWG.MH 251 1+00.00 LAT"B-2e" 1' Y' 81 W=28.0', 43 � f kk J - -.-iY _- _-ww f� CH#5 43 i J 42 CONSTRUCT MANHOLE N0.4 PER R.C.F.C. &W.C.D.STD. CB 11 @ O', �" ST X tut ttt 1 .STA 2+82.11 1 tk W=7.0',V=8.50' t¢` N_ -- ----_ = -8.19 _ FOR TRACT 7 BASIN NO. 1 PER R.C.F.C. &W.C.D.STD. Q � W 14 0 V+1 PER SEWER WER AND WATER \ DWG MH 54 4 (�- 7+45.03 BC {.fh .1 ___ - _.L - �'`" N 42 8 DWG. NO. CS CATCH e--- ,D--- LAT _ e B 2 DETAIL "A" - MANHOLE-J4 7 - 33 - _ 2 Z CIO LATS. _ _ a 1 � STEEL ALLEY R AD ^� " = 4' _ 34 <m 1 �' __'� 1 5.49 BOP 72 R. o E j t 1 f" 1593.31 TOP 3 �~ - - - - -�.�. - -�--� _ o� L-6.65 Al�4 3�'�9„ A2��50„ z a_ _ - _ � r � CB 4 1592.74 TOP SWR. `-- �v D1=3.0' 81=1.50' 82=1.50' z r y 10+64.84 MH , _ �, D2=2.s' C1=5.13' C2=4.31' V DATA TABLE �� O R4 } ( Sf.STX. 24+64.84 3! 40 °. R1=1592.03' R2=1592.03' W=7.0',V=5.50' 1( 199 �� S1=1591.82' S2=1591.82' /p q & GI BEARING ELTA RADIUS LENGTH TANGENT '- J Q NO.14'30"W 100.45' o= B 28-34'08" 1113.00' 554.97' 283.38' 208 8 I CB _ '� O !� ,µ .ST 2+61.a a3 LATERAL B-29 t ;!� ^~, �g Ip t J W=7.0',V=6.00' �,y A=5 46'S 31 F- ,,.,,j1 SA/A,NNAH ,195 1`� © N38'00'36"W 12.35' J LA AL'B-2C' SEE PROFILE HEREON D S58'28'53"W 17.64' 1 ' O 31 D ,' ,� STIR T 1 0 20 40 80 120 160 O 541'02'S1"E 34.30' 11 -.� 1594.47 BOP 18" SID 15"PVC SEWER - Id 1 ST 1+40.86 39 213 8+04.42 MH 4 1587.99 TOP 15 SWR. �� PER SEWER AND WATER 1 JOIN LATERAL'B-2c' 42 LINE ®� PLANS FOR TRACT 25477 SCALE: 1"= 40' de 1'1 r 4 PER TRACT 25476 HEE DETAIL'A' QF N58'29'08"E 61.14' S27-39'02"E 34.30' BENCHMARK:MIGA 1EA R TREVISIONS: - - z PREPARED BY: PREPARED BY: �Y d HUNSAKER A ASSOCIATES �8 USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC S• '� 7 MONUMENT STAMPED D 307 1935,IS 38 FT WEST QPpFE°SIpN Loll ' OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT o,"o a fsrc e=h PAUL R.HU STON,JR.R.C.E.56020 EXP.e/30/06 DATE 122900 ARAM STRER ET SUITE A 15 ,��IM n OF o`" DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 3' s a RIVERSIDE CA 92504 (951)352-7200 g S BEFORE DAYS BEFORE d`NO.58020 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEYNG/GOVERNMENT RELARONS STORM DRAIN LINE B-2 21 rou DIG YOU DIc °T°7°° FROM STA. 6+44.58. TO 13+00.00 i� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS i$ MARK DESCRIPTION BY APPR. DATE SCALE: 1"=40' PREPARED FOR: oy TOLL FREE 1-800-227-2600 �f CrVIL CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f OP CALF o/ G( _Q 2280 WARDLOW CIRCLE, SUITE 150 W'0. Fes' F.B. FILE UNDERGROUND SERVCE ALERT ELEV.1425.76 NAVD 86 _ N"- -"+ter- /t�P�S CORONA, CA 92880-2896 0919-25477 CENTEX HOMES zi- z x CHECKED BY: PAUL HUDDLES TON PROJECT MANAGER: MATTHEW BUSCH T1EN A.�flYMAL'0 CITY ENGINEER RICE S I EXP.s 3D 07 DATE: JUNE, 2004 (909)279-4000 z m ._I i INL TYPE 'X' I 84.36 36 ICMP �.. PROPOSED -a 1626.25 T n � _ : : o POSED'.FINISH SURFACE fi -- OVER ;STORM DRAIN �� + fi I ' - t 4-4- - - - _ zooWRP F HGL r m _ - ^ ! - ::.:_� r..: t _ sz o ��o g HGL + 12 Hc' =g 1620 a W.S.-Ss'IP.65 1620 5 Q EXISTING (GROUND //./J ii +�o W.S.-1161 74, + m q6,5 sin), _,/ z+ + (In Cate _ - OVERSTORM DRAIN n o Q �a1cN Bq s=o.Doa d Q,� 0.7 cfs z> HGL y 61.r90, n V 5.78 fps a.- I T N N � S=0�217 e o w ry " 1610 a^ 1611p b CONSTRUC 5 14 L.oP 1610 f Z - s" WR 1 0 _ 61 9 ^ Q = 10.4I cfs : v 'n:,o IQioo .9 cfs +^ v iw + rn \ `n' 18' RCP CL'AS5 IV VMu=11.91 fps n, �-..� V 5j.26 fps _... f S_O.Bi f USE WATER TIGHT JOINTS II, R'- IRU T 34.09 LI+.- � C0 :14'LF P + 1 m 2" I L Q W p m> I I ! CP jClasS IV) _ .-.._..._ 24' RJR IG T JOINTS __.I _ c� 2 vi,n r - 'I .._._ ..._ USE WATER 1 i,.- ..._ _ .M +o Qlo 23.5 cfs', __ _,.... ......II.. ....-_.__.-� _.. .._.._L.._ _........ :o> + qQ = 58 cfs z V��11.54 fps ON _}: V 18.42 fps nh z a w CONSTRUCT 283.15 L.F. I _ .---- -..... --`---- __ .__...__�: -... 69. I 1600 q7 0 3 RCP 1500-D OR CI C - -t- - L_._....__ 160D CONSTRUCT 50.. 11600 16D( ) P t d o _L- .__-!..._ I. __.:...--- L...._. ..._---- ._ .._._._.. _: .....- - --- .-_.__._ -- ..,..._....L. 18" RCP CLASS . w Q'b 29.0 cfs'. �:...._ I T. .-1` -.-_ _..._ - I ...-_ i I _ M rt - -- CONSTRUCT 120.07 L.F. - f:........ � r - -- 30 RCP 1600 D R CIP I-_ ..... I._..._.._ I ff.,, » ff f 1 ff 7f 14-- .fi _ _ . 2 LAT B 2g LAT B 2i LINE B - ----- -- ._ .- - __- - -_ I 1111 � 11 I I II ' --�_ .L1 �_.__:: f }I I I _ �-........ ..--1-- _..�.---L_l.__�....-L_1 1 6..__ 13+00 14+00 15+00 16+00 17+00 18+0 PROFILE SCALES 9+00 20+00 1+00 1+00 HORIZ.: 1"= 40' VERT.: 1"= 4' STORM DRAIN NOTES 31 INSTALL 18"R.C.P. (SEE PROFILE FOR O-LOAD) 32 INSTALL 24" R.C.P. (SEE PROFILE FOR D-LOAD) INSTALL 30" R.C.P. (SEE PROFILE FOR D-LOAD) `r 35 CONSTRUCT INLET TYPE X PER R.C.F.C. &W.C.D. STD, '� ¢INTERSECTION TS 3 DWG. NO. CB 108 l�•� '; 17�AT- -2tr LAT B-2h 36 CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R.C.F.C. &W.C.D.STD. 106 I 52 i+00.00 LAT B-2h kq ,1{ A=34°39'57" i DWG. TS 303. Ii N /B 38 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D.STD. II✓, M.O.C.-fL CB 1343 BEALES ST. �,\ ` PLAN M 803 W=7.0',V=8.00' \ \ ''p\, 40 CONSTRUCT MANHOLE N0.1 PER R.C.F.C.&W.C.D. STD. s SEE SHEET-2W z DWG. MH 251 LA ' CB 6 INLET TYPE'X' /�� 42 CONSTRUCT MANHOLE NO.4 PER R.C.F.C. &W.C.D.STD. 6' 9+91. 1 19+84.36�36° CMP i :_____ LATERAL \\ / 43 20"PVC WATER \ 35 - DWG MH 254 1813.86 TOP 8" SWR.I j W= •0',V=6.00 - SEWER AND WATER \ 1626.25 TG A D2_ MTt:611 P 2el'WR4. y 46.14 107 1615J0 BOP 1 SD 1618.02 BOP 20" WTR. 47 PLANS FOR TRACT 25479 `? - 43 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C. &W.C.D. STD. 2 0872 TO 16 SP _ DWG.NO. CB 100 'CRETE�OLLA `' -- -- 1616.48 TOP SD / T +1447 Pµ 1619.28 TOP 24" SD D1 --�...__ �Gry-"`• IG� -Iy _ - 1618.08 BOP 1 WTR. " Su- 1821.80 BOP 2 WTR. 2^ _ v =.ems R a t L0 X � 14+22.89 MH 1.- 40 Q W 73 .. 1 -- - .. _.- o 33 1 �.__-._.___._._ E 19+51.85 EC Li A o� _ _ B _.�a..., fl f -MIL „B„ _ TR ANSITION STRUCTURE 3 .M= 13+25,83 EC _..... 6 ... 1 32 _�_- / I�� M ^ -ice __ Y 14+75 83 BC 7. _ zz-- C - 7 H __ B E _ ".� `�• 1611.45 BOP 1 b° SD - - - " � " D1 62.5' B 2 039 5 DATA TABLE IN _ _ __ _ STEELE VALLEY ROAJ- - .�: _ \ D2=z.O' C1=5.a2' z +z0.33 LINE�E .. --- - -� .,•,.. c:-�.�.m-w..,A,•...:.�.�....._.. - -- - _ 8 _ �_� •._T _ E RI /DELT RADIUS LENGTH TANGENT Z H 1+00.00 B 2q _ �rl 5=1613.79' 119'47" 113.00' 25.83' 12.92' E 1,- - - - yy w n `` 193 192 �� .~~ ( - '-=�= Y \ c 25" 150.00' _ -`•, INTERSECTION TS 3 '�, �� %/ CB 7 \ ' © 23-07'16" 1087.00' 438.65' 222.3V o 4 - _ t, / I ' 43 116 OD 4735'40 45.00' 37.38' 19.84' ff I ST. 34+9.7_7 > 1+00007LAT LINE 2h2= o 14+22.89 MH 1 191 1 A-34"39'57' ± 117 QF S45ro0'44"E 45.00' 35.48' 18.72' 190 120 118 0 20 40 80 120 1so o I INTERSECTION c 1 R VC SEWER AND WATER 4+20J3 LINE"B-T= I jji FI ' '�' 31 © S60.20'35"E 36.89' mS LANS FOR TRACT 25479 I 1+00.00 LAT B-2g SCALE: 1°= 40' � ff BONICA ST. QH sse'23'13"w s1.7a' LINE B-2 �1�J4 GjYII If 7 a5 wRTBENCHMARK: PREPARED BY: PREPARED BY: OILY OF LMM II �Y � USC AND GS BENCH MARK DISK IN CONCRETE N HUNSAKER & ASSOCIATES IRVINE, INC 18 MIGA 'p MONUMENT STAMPED D 307 1935, IS 38 FT WEST oQPO,F,uo sff'4 PAUL R.HUDDL N.JR.R.C.E.58020 EXP.B/30/06 A INLAND EMPIRE REGION $ T T N OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT rW a si. �. 2900 ADAMS STREET,SURIE A-15 '1�A� Z�/� OF o r DIAL Two WORKING SOUTH OF POWER POLE 19319 CWT. �' �•so - RIVERSIDE CA 92504 (951)352 IlD S BEFORE DAYS BEFORE 'F NO.58020 '16 m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENONEERING/SURVEYING/GOVERNMEEEENT RELATIONS STORM DRAIN LINE 'B-2 n YOU DIG YOU DIG EXP.G/W/OB y^ is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. °' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR FROM STA.13+00.00 TO END SHEETS MARK DESCRIPTION BY APPR. DATE a SCALE: 1"=40' PREPARED FOR: =d N TOLL FREE 1-800-227-2800 I I� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH OF OA01 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.B. FILE NO. p z N �Q�....�r - UNDERGROUND SERVCE ALERT ELEV. 1425.76 NAVD 86 ///f/r DATE: JUNE, 2004 CORONA, CA 92680-2696 0919-25477 CENTEX HOMES ZI LL x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER; MATTHEW BUSCH K(AIA. CITY ENGINEER ROE N �EXP.B 30 07 (909)279-4000 z m : I PROPOSEDFINISH GROUND TO-0VER S a -- EXISTING GRQUND I I i I I I i II -f i 11 _i a .,�OVER STORM DRAIN - I -_._ INLET TYPE'X i - -- 7+47.96- CMP __.`.......... . 1644.35'TC ___-' i�..... ---------- - --- -- - f !s ono II g�� I I r � 1 + t �. { , I I-1�--L � L r..__.r r {...... I _ I II ,. I �-..._.r II HGL PROPOSED FINISH SURFACE . OVER STORM DRAIN I I a_ , I -�-- --� ,r- - >, r I I 1635 I -- _ EXISTING!C: _..� - -._._ �{ ... o - OVER TO QR MI --'- I-- � -- I _fit I I ---_. IL I + -- --- - - - - - .._. -.-- -- _ - - I _ - _ a ^ n, �ss625 0 HGL-- t - - - _. tro 7.� cfsl _ 1L.M _,I_ -. - _ + Vim=I6. 9 '}k sly + ,*�',. { 6j -=- I IP I^. , +m O,m 7.6 cfs'.. �`"' f :. :'n J zma' m^ 8.0 w ._ -{-- - _.: -L- v 12.00 tps' I � I I �h.o I HGL -- -- _ I ` Pi 0 In Catch Basm -..I... Pz :.: .._-- - ... .. ', m� _'�._ ..... J8.p ram.�....o _ ._ __ .._ _�, � � )CONST UCT 173.6 LIF. � _.- : CONSTRUCT 1431.96 F. w '' ',.a� � � 24" CP (CLASS IV) 24!' R P (' S IV) ....... --- --'1- ---1, + 2 WT.P �_ ho - - ..--- - -- r.-. -- USE WATER TIG T JOINTS''.. : ,, w _L_..._I ':..-... .._.: N.,I I R. 4 cam' II " 1615 I 615, --� ��;gq� + l 1 6i1 - - a I OP'. �SWR. c� i I o. 8 a ' f 1 V w=14. 8 s o> ... -- � � � I I � I ----I-._.._ :_.:I--- -- -- -.....----_ _ ::.:_. - I �' I v c� I I � z q f w z _ _ i I F I 7 OF CONSTRUCT 29.60 L.F. - - � � . i 18"'.RCP CLASS IV '' ff I ff I , I. .L_. .L.....---.-J--..... _ 0 w- 13 8 �fs: � '. '' 'I '� I I (, I) I :. -- p -. .. ff f _ l AL''. © 2h CONSTRUCT B500 LF._ V 1. 8 ps .� � _ � I I I ', ', - .-' - _. __�.. .CONSTRUCT #4.83 4.F. L.. I ttill - - -.-.__ __ �_ -__ ..--L._.._ _� _�:_ li 24:,I,,RCP LA S V - _._. - ( ) �__-_.__ _ :i..__L.. . _LJ.._.. ..L ... ( > L_� _ ____:; 2' RCP c(Ass 1 _ __ 7+00 6+00 5+00 4+00 3+00 2+00 1+00 �/Q1 PROFILE SCALES �_ ---1--1+pp I�L B Zh HORIZ.: 1"= 40' VERT.: 1"- 4' 20"PVC WATER 35 8" 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 1 I SEE $MEET 18 PLANS FOR TRACT 25476 44 } 45 46 1s16.z BOP 20" wSR. I STORM DRAIN NOTES __ \ , + 161 1 TOP 24 SD , II I CB 7 -� , 43 1 �' I I 43 31 INSTALL 18"R.C.P. (SEE PROFILE FOR D-LOAD) EPA 1640 BOP 8" SWR. 4 2.34 MH 1 ` _+�_ l CB 6 INSTALL 24"R.C.P.(SEE PROFILE FOR D-LOAD) 25'11' S _\ , 42 � ` 41 , W= .0',V=6.D0 -� f ;:; t��119 35 CONSTRUCT INLET TYPE X PER R.C.F.C.&W.C.D. STD. 7 1 B 5 \ _ <�r LATER DWG.NO. CB 108 D• 16".0 OP 24 SD 4D 8 S MANHOLE NO 1 PER _ - _ (40�-- R.C.F.C.&W.C.O. STD. 4 40 '.. --�- - n_'� -..,!', _. y 1 DWG.MH INSTRUCT 5+7.� MH t 32 STREET -- \. II 32 gEA►-E I_--yb ,1 0 1817.68 BOP F>�-- 43 CONSTRUCT CATCH BASIN NO. 1 PER R.C.F.C. &W.C.D. STD. U 39 , '' i °" _ - - 4+22.89 MH DWG. NO. CB 100 H 5 32 1611.92 TOP "SWR. _-.- E Y~ `{ D +19.50 EC ' ` �� 7 TOP ` 1616,48 TOP t 1615. S �.-r DATA TABLE o 6+10.75 EC - I z F L a+7s.4s Bc 112 ` 113 114 115 120 8 1`7 P I I II BEARING/DELTA RADIUS LENGTH TANGENT z V` QA 54'19'26" 45.00' 42.67' 23.09' ry o u 111 1'i 31 J LA AL'B-2hT f I' INTERSECTION TS{{3 q I = STEELE VALLEY U. 17+08.87 LINE"B-2"= QB N71'36'58"W 143.49' 8"PVC WATER SEE PROFILE HEREON SD LINE /� ` gyp• V1 © 15'22'21" 497.00' 133.34' 87.07'r PER SE T AND WATER SEE SHEETB;( A+30.39 T B-2h `/ Qp N86'S9'i9"w 5g,gg' 54 ` PLANS FOR TRACT 25479 40 1+52.67 MH 1 L16.10 TOP 2e SD P E 13'54'17" 297.00' 72:08' 36.22't, \ �RMp\D 5 1618.08 B0 O 0 20 40 BO 120 160 ,� M f+50.43 LINE"B-2h"= © 6.3912" 322.60' 37.96' 25.28' LATERAL "B-2h" INTERSECTION 1+00.00 LAT 3-2h1 QH NO'13'31"W 108.34' SCALE: 1" _'40' /I I QI 36-43'28" 45.00' 28.84' 14.94' i, V 03 0*Il It-2,OS QJ S26'36'58"E 32.53' PNDIG LERT REVISIONS: - m PREPARED BY PREPARED BY: CITY OF LAIC QMIOIE HUNSAKRV dt ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE ---- IRVINE� INC 19 MONUMENT STAMPED D 307 1935. IS 38 FT WEST QpOTessl�, STREET awRDV�� FILM -" OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ono R- f+io � PAUL R. DLESTON,JR.R,C..58020 EXP.8/30/OB A INLANDMEMRPERER�ECION ��. Zen of TWO WORKING SOUTH OF POWER POLE 19319 CWT. y 3' =n RIVERSIDE CA 92504E(95,352-i2oo , �= BEFORE DAYS BEFORE N0.58020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LATERALS B-2h & B-2h1 21 = YOU DIG YOU DIG DIP.4/w/os $ 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 MARK DESCRIPTION BY APPR. DATE mr a SCALE: 1"=40' PREPARED FOR: N TOLL FREE 1-800-227-2800 CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES A PUBUC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH rol f or c�LI' "/ �. /� B 228o WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.B. FILE NO. p UNDERGROUND SERVICE ALERT ELEV. 1425.76 NAVD 88 f+�-• .It..-"•eFr� e9 of DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTER HOMES zi w CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KBJ A.51 CITY ENGINEER RCE 7 EKP.4/AP 07. (9091 279-4000 z m by - { H1�N N EXISTING GROUND -} t -,,- { IF XI t~) OVER STORM DRAIN -0 '. +PROPOSED FINISH SURFACE �aq 4 I coalh OVER STORM DRAIN - �- 1 T _ W! I � I - �I t r I 1600 1600 — 1 t _I__.3. + _ _1_ �_ _I.._}. �i 1 1 II, 1600 I rn :._.�_._.:- 1 In(Catch Basin -IF 1 0 I II ---� -�---� 1 -_ �5:- _ g B R. _ 15 A'2 BtI(R: Y 15 Yi1 ! HGL, HGL P / 6o:HGL .....:: ._!.-_.___ _ W.5,=.1594 23I a\ 24' STUB TO - �, rI, r.__,. -- 1 11.. . ( P s,n) (SAY,, SpS`t, ,. W.S.=1593.49,,, 6� ' _ n C is j Bp ' o s } -1 -fi c \ J 1, (In:Cate BE REMO ED s� Basin) - - - W 3 l- FF I - �vl o ( WStch 4 ._� �H(L 1 _ _ Catch 61 "- - _ - m 1590 ' 1590 1590 0 1590 k� j o > ' _ 1 f' - 03`5 5a• o I-- � - I � i�� i i- � I I- -�I '. z ', � r -`` 'z - �C's II a a i-+ - 1 i, r w o �oo-9.L5_:cfs w� i i I w O,w 1.� ii I�: T 'I_ 7 F _. I_._i;.- "' _7 i P o m , m Vey 7.2 fps o I I I � � "" _ i CONSTRUCT 11.87 L.F. '+ oo + L -_� 18" RCP (CLASS IV) _ii_ _. •CONSTRUCT 1207 LF1: - I `9 -i-`--, - ----- _.� --I---- ----..__ - - WATER TIGHT JOINTS - --- -- �. _ ( ) -- -- ,.,. - ----- a l - _a USE WA E USE m �� quo a - - } sIv 1 18"—RCP (CLASS I { , WATER TIGHT JOINTS m a I Z n U �in0> o w, w•-, t 1r -i T -�- S 1- -I�I -f- -- Y zx�z rt- t w 4 _ m ,w 14.5 cfs z �� -_ I- }- �L.:_ {�. - - - P H,4-I:_ - n> I -.io ±. _.. } �� L. �...._.._._._ -.._..,1__ is=. _ _L _ -_15$0o� v 11;aa fps 1580 ,� a ' I F a. Ir - rr _ N��% CONSTRUCT 188.g5':L.F. ,� �ln ± ''�C `- -�_.:: __ _ - .___ 18 RCP (CLASS IV) !18. R Pl C �. i P::::0 ! -.- -. --j— r --� 1L I- -T USE AT RIG T 01 TS - C --- —:-i - SE V-_.._�- - ------I-- ------. _:._. ._.L_--- -- -- --- -J-4- LINE 1 B 1 b LATERAL B 1 b 1 LATERAL B- LINE B-2 L i ( RE f�1 i_ - _ l¢ I L_. I 2+00 3+00 4+00 1+00 1+00 PROFILE SCALES 6+00 5+00 1+00 STORM DRAIN NOTES HORIZ.: 1"= 40' VERT.: 1"= 4' 31 INSTALL 18" R.C.P. (SEE PROFILE FOR D-LOAD) 38 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.&W.C.D. STD. PLAN M 803 39 REMOVE PLUG AND JOIN EXISTING PIPE PER TRACT 25476. 43 CONSTRUCT CATCH BASIN NO.1 PER R.C.F.C. &W.C.D.STD. DWG. NO. CB 100 REMOVE EXISTING RCP STUB FROM MANHOLE. T,/2, NO. 4 BARS 2D or 2W 4' MIN. — ,.�g k;;H3g REMOVE EXISTINGi -2a'.� ,- - -- — — _.-- - GROUTED o � P6LINE'B 2476 N . I 39209 PER TRACT 25476 � '- — - ..__ _ _ Y 31 f' RIPRAP UPPER LAYER o -.+. M fV CB B- T+�J 36 --- - y " Y FILTER FABRIC LAYER MINIMUM I t PROFILE HEREON X VELOCITY ROCK THICKNESS LOWER FABRIC LAYER E E JOIN Ft See. CLASS (� PENETRATION t t W 70 V-8.04_ P1 PER TRACTA254761bi 39 12 .�..�..- t3-_-_T - 14 -�� ..-.._—_ ___r-p 1a-18 114 /2 TON 34' ORIRAFUIVA ENT CONCRETE �T0 10+ 4 6.. I / O SAND �7 MIRAFI 700XR 16-20 1 TON 4.3' AS PER NOTES 29" 1588.30 TOP 18" SD 15 OR EQUIVALENT 1 B-20 2 TON 5.4' BELOW 29" 1590.67 BOP 1 WfR. i SILL, CLASS 420-C-2000 CONCRETE � --- -- FILTER FABRIC: (IF SHOWN ON PLANS) y _ ASSON- 11 8"P WATER MIRAFl 70OX OR EQUIVALENT SECTION D - D 1 ATERFIL'O T 31 D P FILTER BLANKET MATERIAL SHALL BE It THICK&WELL GRADED i .._ _ ._ o PER S OR AND WATER N -SECANYM E PROFILE H RE 31 1 1.82 TOP iB SD PLA S FOR TRACT 2547 WITHIN THE LIMITS SPECIFIED BELOW: 11 3+42.60 BC 38 1592.49 P iB" SD SIZENn x SMALLER(BY weight) ,,,a _ � &BIILINDRY B pp d1 _ CST1 0+81.14 CONCRETE COLL/IR 1589.84 P 8" SOUR 12 100 j —_- W=7.0', 8.00 8 75-100 I 0 CB 9 31 3+77.95 E 6 60-80 43 'L _.- 40 60 CONCRETE PIPE 25 W 7.0',V .56' r 4 3 _ =8 3 8 0-10 CONCRETE CHANNEL ? T ' `o W SEE PROFILE HEREO 31 0 0 3 B C 3 ° 1 > _ FUTURE IMP,REFERENCE ONLY CLASSES ..•. •. u I STA. A - ROCK TON TON 1/4 TON z :I JOIN LATERAL'B-2c4' 3 .�-M -- - _. __ --- SIZES- 2 1 TON 1/2 .� �'�. PER TRACT 25476 9 m 6"WIDE SLOT f/) CB 11b+8B 3$• __.. , .,ems ...._.. 4 TON 0-5 ° .. n� W-14.0',V-5.50' - 2 TON 50-100 0-5 u E _ / 1 TON 95-100 50-100 0-5 D - 1..., /- 1/2 TON 50-100 0-5 11 ...::.: -\�� 1 72 CB 12 1/4 TON 95-100 50-100 ---�`�. :. \.�T 11 z 11 W 12 LATERAL'B-1b2' 31 E --• _ W=28.0',V=8.00 1 200 9 95-100 95-100 •\� �T 3—MIN) SEE PROFILE HEREON75 ��\�� ( ----- a� DATA TABLE 8"PVC WATER +ROCK SHALL BE EITHER QUARRY STONE OR BROKEN 2D or 2W 3D or 3W 6 MIN. I BEARING DELTA RADIUS LENGTH TANGENT o '^a 1586.46 BOP 18" SD 1 O PER SEWER AND WATER _ ( ) / o „ I CONCRETE COBBLES ARE NOT ACCEPTABLE. 1581.21 TOP SWR. I PLANS FOR TRACT 25479 o I D �A NO'40'00"E 138.31' o JI SECTION E- E QB 45'00'00" 45.00' 35.34' 18.64' © S4540'00"W 15.30' I P TRACT 25476 G �� RIP-RAP ENERGY DISSIPATOR DETAIL OD N43'57'07"W 13.42' 0 20 40 BO 120 160 LINE B-1 b 44 N.T.S. QE N53'37'13"E 19.01' SCALE: 1"= 40' QF 15-06'51" 45.00' 11.87' 5.97' © S38'43'02"W 12.07' v /J *N b-�-0 5 0 =x REVISIONS: - PREPARED BY, PREPARED BY: aY OF LIM■, - PN USC AND GS BENCH MARK DISK IN CONCRETE /� HUNSAKER & ASSOCIATES m� MIGA T � ! z" ff vj" IRVINE, INC 20 MONUMENT STAMPED D 307 1935, IS 38 FT WEST Q0.0FE551� Lr. $'�'�TDT �� OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��o a NUooLe,�c�c PAUL R.HUDDLE ON,JR.R.C.E.BE EXP.B/30/06 DATE INLAND EMPIRE REGION OF 2900 ADAMS STREET SUITE A-15 TRACT ft 2"n 0o DIAL 1W0 WORKING SOUTH OF POWER POLE 19319 CWT. 3' _ Ilk RIVERSIDE CA 92504 1951)352-7200 r r r , BEFORE DAYS BEFORE NO.58020 n PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELA11ONS n THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH STORM DRAIN LINES B-ib & B-20 21 YOU DIG YOU Dlc W EMP.a/ao/0e z > > r r r SHEETS is HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR AND LATERALS B-1 bt , B-1 b2 & B-2a4 xr TOLL FREE 1-BOO-227-2800 MARK DESCRIPTION BY APPR. DATE '^� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTEX HOMES ON rf C/vll op+ W.O. FOR: A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH CF CALIF f1 2280 WARDLOW CIRCLE, SUITE 150 F.B. FILE NO. o UNDERGROUND SERVICE ALERT ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH �ry IMF�I_'r DATE: JUNE, 2004 CORONA CA 92880-2896 0919-25477 CENTEX HOMES Zi -x KEN A.SEB 4 CITY ENGINEER RCE P61/S EXP.8 30 (909)279-4000 z m I - L I I l I - ..... 1 � I :� - , i - 77 -- t -I a AM - - - - - - - _ ......... -lm ._-:d- __... - - .-.._--__ ...--' - - ---1... .... EMERGENCY OVERFLOW:WEIR E ELz1601.50,L=20 : o o , mio PROPOSED FINISH SURF ACE xI -- - ------ �2OVER STORM DRAIN N b< .o - HGL 31, �__..._ (2)-SIDE WEIRS Ia 2.301 X 1.15'H a HGL W.S; w ._ .. --+- _ _ (In Catch Basin)_ .._...._ W.S. 1600,5 zz .. 1 ' .-- .il.:: r:: I- 4 60 f 1599.35 HOT.: -- - -FF-- I � 041 ... 1 HGL 0.0041: ._. _._._ (IW'COdcihSBGsin)- i 1X27 I.- .._ ._, - _ .:._.- ;i 12 RISER ... .... i - .. MODIFIED C8710(4'W..X 3'L%5.9b'H)W/, (: .......... 1/'.2 TON RIP (2AP i _d S� 1'WXISI'LX3:4'T . ................. : - - O ........ :... _....._. c: _:.- c� .. .. (1) 17_ DIA:PERFORATED RISER W 96 1. : .,-. ..:.. ....., - HOLES FROM EL=1595.80�1597.9d -- ...:.- a _.. .. __-._ z :....__:..__.. _.... ... 1 -RECTANGULAR WEIR -- w (1.5'L X 2.I0'H)�BOL EL=M/.80 :.._.h._._ i...z _ fTI .... .... L .._ I_ :. ._._.. I..... - _...:_ _:. ?m �_..- - ::..: .:. iN 4 F 1 6.0: cols � " :__...'_ _ (2)-'.RECTANGULAR WEIRS v I 3. m � �.,� � 0 =' 18.8 cfs��' ,, I '¢'- ... �� , I N^ �:% '., �"� - - --tt- (2:3 5'H),6 = 9.35 n ': '. : '. ¢' o Q = 3 2 Icfs Q 18.8 cffpsb, .. .__ _.:...._... L. �I m , .-:� ,n'.ram ,m una+Es'w ,oa N Si09 +y� 0'L X 1.1 OT EL-159 15J'�91A p o _ ,o°' = o rn+a� V 3.83 f s`� _.. 4i7J _-. +h wx: , ,r _,: -- : U ..: �t rJ9D Cj +u°ii V., 3.38 fps+I� m Ve 3.83 fps+m N P m m - ' L. :........:__ - ._ �IL..._..', CONSTRUCT 16.6� L.F. -- :::_.__ r:. _ !.' r ...,..._ '.,w 0 34.(3 cfs - o CONSTRUCT 51.139 L.F. CONSTRUCT 48.63 11.L.F. CONSTRUCT 41.73 L.F. 24 CP CLAS IV i f ',n V =1'.4.18 fps I1 _ USE ATIER TIGHT IJOINT - - __. - " - 36 SOP (1400 U) 30 RCP (1400 D) 30. RCP (140D D) .. .... N -_.:_ -______.I 'I USE WATER TIGHT JOINTS USE WATER TIGHT JOINTS I USE WATER TIGHT J01 TS " ------ - -� -- '- -r----- ----, --I-- . - __ CONSTRUCT - .. .. . f 1f LINE C-1 LINE (76C00-0-)F2 _ - - f--- - - i L Ll HOA MAINTAINED -�- 1+00 2+00 3+00 1+00 PROFILE SCALES 2+00 1+00 HORIZ.: 1 40' VERT.: 1 4' DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT SIZE En(ft)COLUMNS lACODEING(ft)NUROWS 11111 0 SPACING111(i00FUHOLES HO ES En(1101 QA N51'22'S5"W 56.52' 12"1.00' 12 .262 8 .286 96 1- .083' i-1/2'DIAMETER AIR QB 49-44'29" 45.00' 39.07' 20.86' VENTT/N THREADED CAP © Sl'38'26"E 14.23' Q 53'07'48" 45.00' 41.73' 22,50' y ROW O 1'DIAMETER QE N88'53'46"E 42.55' W=4.00' ROW O O WATER OUOL S OUTLET HOLES QF N4'17'S6"E 19.17' 00 0 NUMBER OF 00 0 ✓-' � 0 0 D.I.P.OR STEEL PROFILEo O o-- �PER PUN `' y LOT AA 1 S0, j LOT BB A. WEIR INLET WEIR INLET f BASIN °C" E 3 IN gl n� WL7R INLET ,- -- - - - EASEMENT 163 \\� 164 "� 1+95.59 EC \, RISER INLET ..L-�: - �� 597.36 BOP SO CONC.\ CONSTRUCT 3' 12 X 3'X 4'THICK t592.64 TOP 3*Sli AROUND AND MER PIPf 1+56.52 BC 1/2 TON RIP-RAP T w 0 BOTTOM OF LOWEST ORIFICE HOLES _ _ _ _ 1+5.4.69 -MH h _ 52.99 UNfi"C t"- B 2+0 2 BC THE OVERFLOW PIPE HAS BLFN SIZED TO CONTROL 0. • 17S OVERFLOW INTO THE CONCRETE RISER. / 6 KStCTION `,` f a II ` 1597.55 BOP 30 RISER INLET --- - -- n 1596.37 TOP It WTR:'w,y' ,_..._. _........... __._. LOT AA rasa' 0 3 ce / BASIN "C" _ - .W=14.0.V=4.78' /� 9'WX'12'XZ7'T c �.'' 33 :"'°�,..,��^ 177 //'` 1600.50 TOP (T)-2.J0'LX1.15'H WEIRS (I EACH SIDE)5'N WEIRS LINE ff C-299 1 4 TON.RIP-RAP \ / �' 34 A `(2/S</"` (1 EACH SIDE) 1.50'LXT.70'H WEIR .- 44 i 2 S. . '�w., ?^ �` I •5D, 1.50'LX2.70W WEIR RISER INLET 2.JO' EASEM T S FlNISN GROUND GRAVEL - �`... F LATER 'C- -\ Y`M,;. `�°". � 1597.80 I PER PLAN 1.5'-T A-3' WALL THICKNESS STORM r%DAILIO ,rS 1`` •.�,_ SEE P FILE HEREON CB�115 \ �r E� I RI LET N s I T=8' 162 r� 1594.60 UNDERLINE GRAVEL PIPE �i0' PROFILE FOR D-LOAD) h w 161 OUTLET D JD / 'y/ 16O \ WITH FILTER FABRIC 34 N R.C.P. (SEE PROFILE FOR D-LOAD) (MIRAFl IODX OR 37 (S6CT HEADWALL PER CALTRANS STD.PLAN D90 o ' EQUIVALENT) a S LINE ff�-1 ff OWNCONSTRUCT R 25MANHOLE NO.1 PER R.C.F.C. &W.C.D.STD. o - FROM VIEW $ � 41 DWG. CONSTRUCT MODIFIED BASIN 110 PER R.C.F.C. &W.C.D. STD, CB 110&PER DETAIL 41 ON SHT. 21 ' 0 20 40 80 120 160 WATER_QUALITY RISER INLET 43 CONSTRUCT CATCH BASIN NO. i PER R.C.F.C. &W.C.D. STD. DWG. NO.CB 100 8 4 MODIFIED 08110 44 CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 20. SCALE: 1" = 40' NIS 9 (MAIMAINED BY ADA.,UNLESS 07HERNSE STATED) /k)A(y 41L x 6m''' R T REVISIONS: PREPARED BY: PREPARED BY: CRY OF LAID:ELRil01E PN USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES - �! 1o�eS' IRVINE INC 2 DIGF MONUMENT STAMPED D 307 1935, IS 38 FT WEST aQ,oFE.r'f°'f4 PAUL R.HUDD TON,JR.R.C.E.58020 EXP.e/30/OB �6oAri INLAND EMP�RE REGION $�T MWR�YENM PLAN OF Sn OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT "x`" a mr fs1 2900 ADAMS STREET SUITE A-15 �A� Z�� DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. 3' ° °' RIVERSIDE CA 92504 (951)352-7200 $ BEFORE DAYS BEFORE b`NO.58020 n THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEIING/GONE M NT REU110NS STORM DRAIN LINES C-1 & C-2 21 YOU DIG �n You DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. ° ehuPoe ' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR AND LATERAL 'C-10' SHEETS tH TOLL FREE 1-800-227-2800 MARK DESCRIPTION BY APPR. DATE I s� 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 !f�'ICALI� 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: F.B. FILE N0. o w� UNDERGROUND SERVICE ALERT ELEV.1425.76 NAVD 88 Q DATE: JUNE, 2004 CORONA, CA 92880-2896 0919-25477 CENTEX HOMES zl CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH Ki A. UM [o CITY ENGINEER RCE 5 1 Exp.8 30 (909)279-4000 z m