Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
04-131_04-103
amm NINE so m ii®iiiiii ■�� ■ iiiiiiiii iiiiii Eiiiiiiiiiiiii NEURONE .1590110 0 � ,MENEMONEE i■ iii ■■■■■liffiamommul iiiiiiii i. iiiii iiiiiiiii® I[iii loss 5 ■i .■. i■iiiii■ ■ ii ■ ■ i ■ i■iiiii i ■iiiiiiiii■iiiiiiii ■ iiiiii■ i[ 1I1IN®1� i i■ ■i■ 1 0 Oil ff INE ■iiiiiiiii iii■ ■ ■■ ■ ■■Boom■ ■■■■■■■■■■■■■■■■■■ iiiiiiiii FROM Eairs �i■ r ii ■ • ,: riii o on ■■■■ N=ml ■■■ ■ ■■■■■■■■■■■■ ■■ ■■■■■■■■■ ■ ■■ ii ■■■■■■■■■ i■ ■■■■■■■■ ■■■■ ■ ■■■■■_■■■■■■ ■■■■■■ ■ ■■ � ■Boor ■ ■ ■�i Ira uffirplelm"1111 11111111 11 i� or M999- i i ii ,.,. , iiiMii i �MONMEN ! ii i i■ i � �� i � MME � ■■ I ■ ■ iilog Ell ii IIIII 11 Elm ii j� iiiiiiiiiiiiiiiiiiiiiiiiiiiii ■ ■■■■■■■■■■iiiiiiiiiiiiiiiiiiiiii�iiii .■ iiiiii► ! ii Bolo sa_ Eg_ poi I E x •• II �iiEi■ „ iE iil�■iiiiiiiiiii i I�iiii■ iiiii iiii iiiiiil�ii iiii. ■ iiiii�iim�ffi�ii ��� ii i■; . I ■ � _ _ BIN! ■ N Iliffil ■■■■■ ■ _• ■■■ ■■■■■■■■■■■■■■■ ■ iii■■■■■ ■■■■■■■■■ ■■■_■■■■■■ _■■�■ii ■■■■■■■COO ■ - ■E ■■■ ■ ■ Ill on ■■■■■■■ = ■ iii■ no ■■■■■■■m■ Miiii no ■■■■■■■■■EMINIMUM u ■■■■ ■■ ■�� ■ ■■■■■■■■■ ,/ �. iiiii ■ ■■ - ! BEE Bum e ' � � ��� � � ■ ��� �� �� , , . , •. , • � ONES iiii iii �iiEiii' e'' A ■ BOOM 0 iml mmm MEN mow■EEO iran iiii■ iiiiiiii Iiilog iiM== i yiii■ .. _ 1.011m r ' r r • r• ar OWn rr • MmV MEN an _ - - _ - - - - - - - - - - f - - - - - - - - - - OSED I A WALL. - - DR .. _. _.. _ -A A 56. - - - - .....:: ......:.......:.. ..-...:. .:.- .is _i..: .:__.:...:..... '�':..'. ........ _. :._...:: ..:: : _:+......... ..i::. _ . :. :.: -_ ..... _ FI S SURF - .. ...... .... 44-1 / _ I I - - -_ _ P OR SEO FIN RACE - - - - - _SOR AN _ __ .- _ _ _ _ B'►/; � _'-i'. 1 t G7 f L L _. ._-. - ._ .. .. ... - .. z _. .. z .._.._ - - __ -_ .._ _ - - - - .- - - - - .. _ ._ _ .-. .. .. _ .- _:-:: .. _. - -- __-_ _-_. I _ _ _ _ - .._ - _- - - -- - __ - _. . 0 s _ { _ _. .. _ a - - - _--- - - - - _ _ T. 9Q09 LF. - - - - -- _... LY S .:. - - .._ - .... a _._..- -- -- - - -..._ .--- -.._ ._ _.. _._..:--z. - -- - _ - - - - - - _ - _ - _ - - - - - - - -C.P-. IV_..... 1 2 1 2 1 2 PROFILE SCALES 3 4 1 2 STORM DRAIN NOTES HORIZ.: 1"= 40' VERT.: 1'- 4- 1-1 2'DIAMETER AIR 31 INSTALL 15"R.C.P.CLASS IV IN THREADED CAP 32 INSTALL 24"R.C.P.CLASS IV I 1 CONSTRUCT CONCRETE COLLAR PER R.C.F.C.6,W.C.D. � ��� r. / '� / `�� / / \ O O�., .. . �. 7e j.� 4" 1"DLWEIER \ STD.PUN M 803 % i 1 T4` % �/'�y ^�°'/ ,/'� H 4' O WATER DUALITY --- 39 INSTALL C.S.P. FLARE PER CAL-TRANS STD. DWG.DID �•1, >, :, / "'T l RISER INLET o O OUP HOLES I - ;R, �. i••a •" 44 CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 29 g D4^,t(5`e/ _ i i % ,;: ♦Tr l,.J' NUMBER O o O CONSTRUCT 30"C.S.P.PER PLAN(10 GUAGE) ;� ' .r �W HOLES o O P.V,C.OR STEEL CONSTRUCT SINGLE HEADWALL PER CAL-TRANS SAD. PLAN 089 '� / /�•. "` 'a`•� , '� /� / ORFa�-� PER PLAN O O O!RISER PER PLAN CONSTRUCT PIPE ANCHORS PER DETAIL 50 ON SHEET 28 �µ• /f_- - y" , I- -I o 24 r -- ..tgg' L--• //../ / -.s..,� \./ R t / WT j 4 fiDR?R1P•+13 '`� 4 3848b.10411 _ THE DULET PIPE NAS BEEN SIZED TO CONM -.• / /j'°;=a �•/-' N a N OWMOW INTO THE CONCRETE RaER. 2 LINE o gig. A � LINEto >a 1 _� YEIR(N M SURFACE OVER PIPE 't 0 \ - ��. CONSTRUCTION OF ANCHOR FOR p 1 4 R •-1DiP'' �� � TSB j ) ' � � TRENCH W/SIOP[NG SIDE MALLS /•5' 0' 2.YT' //% / DER PLAN L X H (I-T PER PIAN WEAL IN(E7 ORFCE AIAElS SLOT ORIFICE PIAN RISER IFlET TRENCH B. 45� 4 DOT E(EY. RISER INLET GR4�Q L E t,( RIP,-RAK �'� .�wfxt.zr r \ WIDTH �1 H 3 ~ •-<• e. .e / D• / NA LL THICKNESS o �q £g A 3'CLR. � B 28 � - - � 4b31 3 CLR, % �t1 .70 7 ON RIP-RAP UNDERLINE WMA PIPEWTif7 oI DATA TABLE / --fix / • / 2 2.Yr --'} I�?3 lz —F ' SIZE B4SE ID PREVENT BEARING/DELTA RADIUS LENGTH TANGENT ' I - A4 9ARS crYP.) /f / / NYDROSTAITC UPLIFT OB N 23'12'38"W 97.51' OPT. CDNST. JOINT N 32.37'48'W 96.09' LINE "N NOTESi LINE "Z" ' Q C S 6955'22'W 293.16' I,SLOPE ANCHORS SHALL BE CONSTRUCTED AT 10'VERTICAL b Iv" 2:CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE. S 76ro1'09"W 92.14' o 0 40 60 120 160 WATER QUALITY RISER INLET 50 SLOPE ANCHOR DETAIL 49 MODIFIED CBI10 OR CAL TRANS 0868(OPEN TOP) SCALE: 1" - 40' O MT.£ NTS x MG I - PREPARED BY: PREPARED BY: CITY OF LAID:EIL 1 USC AND GS BENCH MARK DISK IN CONCRETE ;' HUNSA IR ASSOCIATES_!�_ v IRVINE, INC $fir ���T �� 2$ �I MONUMENT STAMPED D 307 1935,IS 38 FT WEST �°a Fessrgt.4 PAUL R. ,JR.R.C.E 20 EXP.6/30/06 DATE - INLAND EMPIRE REGION OF OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT : f+'>oi o -- , & 29GO ADAMS STREET SUITE A-15 TACT NO.25478 _ 8 DIAL TWO WORKING SOUTH OF POWER POLE 19319 DINT.--- -- ... .. �"3' ~ --- .., RIVERSIDE CA 925D4 t909)352-7200 - a YOU RE DAB DID 'N' ND.55020 } SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLmmw/ENQmEudw/suRVE""D/cow�MENT RELATIONS STORM DRAIN PROFILES 29 a HEIGHT Of LIGHT ABOVE STATION MARK t METER. MARK THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DATE SCALE: 1"-40' PREPARED FOR: CENTEX HOMES sn TOLL FREE 1-600-227-260o cIY, a+< CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f°r c�i'1° �/ A / /f / 2280 WARDLOW CIRCLE, SUITE 150 lw.o� F°R: E.B. FILE Q. o A PUBUC SERNCE BY �i.�r,�� OL/1 p/� CORONA, CA 9 2880-28 96 pq ,y uNDERCRouNO sERHCE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH KEN A.SEUMALO Cm ENGINEER RCE 56915 DATE: AUG. 2003 (909)279-4000 0919-25478 CENTEX HOMES �i g E m 9 @ hhh -74 _ . .. .. _ - RAM - - - - - - . - - - - .........-...........--.....-: ._...,. :. .. :.:. _..� _ ..:. : ..: ..:._ _ - - - - - _ - - - - - - - -- _ - - - if— V"E FlISH SI1 _.. _ _ _ _ .. .: - -- _ -- - _ _ PO G_E _ - - ___ - -- - - - - - -- -- - _ _ - - _p R_ - __.. - - - - _. .- __ T - — - - - - - - - - - - - - - _ mm SO ER STORM Q 17 _ _ - - - - - - - IT _. _ _ _ _ _ - -- _ - - .._.. ._..._ ......_ ._ - Ell - 1-6 , .. ___ .._..._..__ .. - ... ... .......... ......... t '- oto _ _.. _.... ._ _ _. .. ._ -.. .. m — 12.E e.si _ Qrao, - - ::._._. .. .... - : _ _. .-- -- - ...... ._ - -. _ .5 cf.. _ - - :. A7N&T. 4.8 1..-..- C ST 52.64 .F. .-_ .-- -_ .::. ..8 L�. �:- '_ _._'.._.._. .. .... ..._ ._' _ .. _ _-- ._.._.. ... .._ ._ .:. ..__ :. .. _ _ :ti E-.. R TI01T 0 TS 41 E AT R 16 T 0 T - _ - Z _ zz _ I - INElit _ I _ _ . - -- _ Ai- 2 1 2 1 2 PROFILE SCALES 2 3 1 2 HORIZ.: 1"= 40' $0 VERT.: 1w= 4' 15+04.11 UNE'E'- JI ¢INT. 1+00.00 ONE•E-r 5, STORM DRAIN NOTES -, 32 INSTALL 24"R.C.P. CLASS IV CONSTRUCT NSTRU T INLET TYPE X PER R.C.F.C.&W.C.D. STD. , 1 15+06.6J tJ' J• wwres vrrN a.wE r•s• sEE on,Ju e¢ow I �\ ¢M.H. 4 l�\ M.H.4DATA / ...................-...-.... ........................................ ', ``. �• A=#/45170'00", .....�_....... �sU i. C=5.12;Df=3.00',DT=J50' caviceErE NFAOWVL ,• '��`:: EL.R=1458.17,E.5=1457.84 �•' � .. .. 202 J.00' twE JR1F waR I - ...,,.. 110 48 ` CONSTRUCINNv NOTES < '�-. �'' . �;�-��.•'� P-1483.1 c�r �� �} ' DENCES NEREON END PIPE I <.• �... DATA TABLE _- MANHOLE DETAIL- STA. 15+06.63 I_ o 2+86.50 (.�..'' KARING/OELTA RADIUS LENGTH TANGENT SCALE: 1"=4' SECTION A-A SECTION B-B ------Ma i ......_ _._.. ....... _ A N 24.46'14"W 10.12' e• :'::::::.:.I 25V4'29' 45.00' 19.69' 10.01' S ruos£J-J,•VARON or _._.-......._........................................... d B wnn wwr[ws ro JlE1,ONIBLE cwre 1J.tFAOfD�ir,t'NOe ear re• "'�'t"""""' ..... ....... _ .-� J00' A rm A .. .y =,.,..eSsp....N.._0 Z A r..:';B j ty 8 PVC SEWERY 2AI�... C N O'IB'15`E 158.48' C .. I .. ,..6 P.Y.0 RECLAIMED 15+86.08 P.R.C. LINE E'= g+ ......................._......_—. ..... - ¢INT. I+00.00 UNE E-4' A�. 6':�", .......... 1 .................._------------ .. ..... .... .. ...... 4U414 I. -Oft ¢INT. 1+00.00 UNE'E-5' ^ 1kh• p .> -�-- �1 I ........_ _.....115i,:d^v'...... .—— IN+ 8 51 z ' •I• I,rcRw[Rw suwoNr eNrs ��. �. _ S 15+81.11 +•h,� p�` �.'Rsiva oc. NotEs: L N roreu°Lfrs 1400.00 UNE G-B i..... ¢M.H. 4 l" ``. Ri �' r. o.ourin aw.r x mc-wrrrrn ro nx sFw.wrwn or rnr eunaxc .•..� 111 `•' M.H.4 INTA R= v F ( L� wrwtiu vR,a ro rucEvcvr ar cnvcRErE. g ,cuv. u r o.c.wJonm ,D I P-1483.8 �V �g EL =145Z00', L S=f; I 2.i�' MH14 DATA B J cuv surwaT aus E. rw riwcmfORwrm�°wr°N..F wr.001"'w>:wr°FN"iFmc naae�covcRcrE P-1483.8 ,41"-j{""'"i' ' $ C-5.12',DI=2.50',D2=J00' f -_ = PUN vlEw -Th1 �Vy� A-�45170'OD;B 2.W, �. oowN o;arN ro vwE rawsmN sruu.Nor er uscv wmxN warc o / t I I ♦ Rao RwNrar-m Ik. J vl a:5 EL R=I45769,EL.5=1457A9 C=5.02',Di=250;D2=J.00' F"~ 2.50, \'L� 4.R=1457.T4,Q.S-145721 ,. aart sNur.E wr av arwNnu,vrzw EJr.FewmN. �� ge MANHOLE DETAIL- STA. 15+81.11 DOWN DRAIN TO PIPE TRANSITION �f N.T.S. LINE G-8 SGILE 1'=4 REFERENCE INFORMATION FOR LINES "G" & "G-11" 0 20 40 80 120 160 SEE ROUGH GRADING PLAN FOR TRACT NO. 25478 / FOR ADDITIONAL INFORMATION / i61 MG n 1T'v RT SCALE: 1" = 40'/� S: - PREPARED BY: PREPARED BY q(r QF¢AIM dNIp!6'� USC AND GS BENCH MARK DISK IN CONCRETE � // HUNSAKER AC ASSOCIATES OF ESS r (�/j/oL ". IRVINE. INC 27 MONUMENT STAMPED D 307 1935,IS 38 FT WEST oR"Nuou¢v°"4 PAUL R. LES70N,JR.R.C.E. 020 Elm.B/ao/os D� ':: INLAND EMPIRE REGION $ T �PROVE�ENT PLAN _ OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT W'" a ,*r�ey 2901 ADAMS STREET SUITE A-15 �A� e� � OF DIAL Two WORKING SOUTH OF POWER POLE 19319 CWi. ,A RIIERSIDE CA 9S t909 :-7200 BEFORE DAYS BEFORE No.5802o m/ SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N77H PLNINING/ENpNEERNIO/SURYEYIIOlp1E11T RELA710115 STORM DRAIN LINE G-8, 29 I �yp7 Fly.e/w/oe _ O YOU DIG YOU ac HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE LAWS. AN Ns OF MIT CAN BE ISSUED. dC LATERALS "E-4" dE E-5" SHEETS � MARK DESCRIPTION 9Y APPR. DATE CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CENTEX HOMES TOLL FREE t-B00-227-250D N+r cJvi� r� SCALE: 1"=40' PREPARED FOR: A PUBLIC 9FAWCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH For c.EJFF� ,3/ 2280 WARDLOW CIRCLE, SUITE 150 w'o. FOR: F.B. FILE NO. o W UNDERGROUND SE7MCE ALERT ELEV. 1425.76 NAVD 88 /�'- a 477 >Lf Of CORONA,CA 92400-2898 0919-25478 CENTEX HOMES E CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH EN A.SEUMALO CITY ENGINEER RCE 569t5 DATE: AUG. 2003 (909 279-4000 Y m MENNEN w 0r �,,, illi 111111111111111 ■■ oo■mo mon MM III M OC NO■E ■ C � � � AMEN ■■ ■■ � ■ ■ ■■ _ 1 I - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IN ,==GENIE --- IN I ■EMEM■ OEM No IN IN ■■■■ IN �� E MMM ■i ��■ ■ ■_---� _---_-�� � E■■0 ME ■IIIIII, ■ fill INN I me� IN I � _ ��� T• ■ ���� ■ 11� MONOMER M■■ ENE-own I■■■■■■1I �® [' '� ■�-E�i� ���,_ ■ ■■■■■■ROO■ ■■ ■ ■�� ■■■■ � 'd/�` ► �� MIN A Loop !pw I Lill ■ � ■■■ ■1 ■■■■ I - maimiaim■ �.- � �!►P�■�iW111- PIMP Big ■. ME NONE ■■■ ■■■■ I ■ ■■ ■ : Big ■ ■ mom ENRON NONE ME MENNEN IIII IN I , 1111 IBM R Is 1 a Noy an NONE ■■■ so IN ■ ■ ■� i 11 I INN@ _ ■ ■ C ■ ■■■ i ■ no •cu L'••eIN a oil Wir _ViLiYi�li."fli )Q�!®DQIe:ffits'm l�WblffeRfYl:W� 1 . !S!>aeQd � ••_.i16[!!!®!'s :2e � ms .ar•+••. ! � 1 - . I 1 . I - •• • we;eNi M- E ME R5IN 11011 111MIZ . ,ON t. �` , I I r f I r I I • 1 1 III •• • 1 7 1.: is•.i • Q 1 • , • I 1 1 v 1111 � Y: � � , • • I 1 1 ' ilu, 1 Y: 1 © Fi• O: �t y A© �� � • 1 • 1 I I O ® 1 1 I II / • 1 I I ' • © � -illy �_. - ,-© O 4Y �-1� (>A� 1- [,l :. - I] ��� _ � o [� •1 11 11 �� 11 11 11 0 ME EENEENE nomamom BE imam 0 IN Mal EEMEME a MIMMMIMMM pool. OMON NON NNON /' • 1 I 1 - � - • 7 7 � NO Y, ��� 1 .,.. I .-' I .- .....1 ............... ........■ T® Room ■ . 1■�M02 �.�■ls NMI ■ ■ ■■ ■ ■■ ■ C HIS Room@@ on@ RON 0 on r-worg mill R:r- &NE961a Is E rE 5 01 11 il W FEE ..■■ ...■ .■� ■ ■ ■ ......... . ■ . � . ■■ ■■ ■�� Iris E 01110111111 rs. --- rs mar= b&," i ■■■■■ -' ■� ■ ■ ■� ■■ ® ■■■■■■ � ■■■ ■■■ ■■■■■■ ■� �■■■i ■!�SIN . ■■■ MICRON 111 11 1111111 1 K 11 IBM Um ■■■■■■■■■■ ■�■■■■ .■■■■■■■■ ■ ■■. ■■■ ■■ 1 MENROME NEW— 0 ■IANSIN■■ ■■■ go 0 g■ r ■■■ WNWEEMENER DOEoil -=r. '�110 IN 01 Ill rem-go 110010111110im 111 ■ ���� ■��� � � ��� �� � � � ���■� ����I �' l1►��! fll ■ . .. 50 or 10M DOE W1 a w 11 loll I No it I ■■�■r 190FIN � -------------- �__� ��_—�---- ---`_—r�FREft Ike ■■■ MINE NONE MEN rErol` .11 1 M rommr. on HNNER Nompoffirla EM 0 aff-Ts ■ ����-. .: 19■■■■ig■ ■ ■ ■■■■■■■■■ ■ . �■ ■■moron■■o■ ■ g - � BE■■■■INE� �a� � �' F R�1� �■ ■ fern �■ now No ■■ � . ■NRON----- ONCE R faboa_aw rem 1--re id "A'' . , _ �■ ■� A.- c �' a r r .I :. � '. .f ... b:.i 111 a `i a `7 I I]�I. a• .I ■ ■ ■ '• - BE 0 IN alk IN BEEN 0 E . : .,� ■ NE CEO ONE■ ■ IN Bill �■ ■ �o No coaffiaAffiffi l■ MORE■■■■■■■■■■■ WE €■ • _ ME MEMNON=== . 111 .• . Il 11 . I I l l nl 11 — _ �����• _ � :,.�. � Col :'. . ��� , _ . . _ ��� 111010 ■ � � � Ing 11�OM■ ■ WERE M ER■ . . .11 Blow � � ■■ ■■ ■ � � �■ ■ONE■ oRR■ ��■� �� � � � �■■ BON■■ � � ■!■ ■ 1 'a MIMI • . / P�I%L . WRM N@omommoo■ ��■■ ■o■ KEEN ■ FOR ■■ WI■■ i ■ imils i .SORE _.� RRRmRoRrammRmRoommmo �.a�i� ■ ■ ■ ��■ � ��!! RRRo o m �■ SON NESE �m �� mRR� ;� � ■■ R� col mR ■ ■■■ - _ MCI � � , � . 110 X= aim ENEW E MWIN ■■w 0 ■�e� �� ■ ®R�� ' .� � i e ����� ��: s��ll ���1� woo■■■■ �G/��■ 1r ME MENi�� 1� � � ® ■� .15�a3 � a Raw Of� I�+Y;INS 1I inilil ■ � ��w� �.: iii � � e�� MERC■Rit �i!6�ts�!� _�� ,- _i� ■i�■■■■■■■■ ■ ■■:i ■■ - ■ ■ ■■:�■■■I F.Is re ■■■■■ �� i>�i� s �__-__—�__� U. on ON big 101 � ■E ■■■■ i��� � �,.�/ .� I. �� �►.a�� ■ eR�o� !1 ■�� �� ®� V"dR 1_ i��i�R��o�� a� .. ���s ������� � �s��et' �; � ■ • 11100, 111111 K". m !`. REIs _: . : ■ 11 0oi ■■ s�� -`�_ M■� ■i .. _ I-rem MERCER I RRRR � aRWIME RRo R i ' �RRi � rid RBRRRRRRRi�oo a � rm 're,� '.��IEE����'o:53F+•cILmT'Li�i� I�!E=���1����Fi' 67���',iI�:��catL i111111000, 1oil 10111010111 Nil IN 11111111 1 ■■■■■, ■o,. R ■■ ■■■■■■ Rio no ■omommmom ■■■ ooRmo■RRooRORORRRoiooRRRRR mRRRRRRR 0000mmommo■Room■■■■ ■ ■ ■ . ree a 1•■i,: . •iS111 . ME IN LlND ■ ��■■ ■ • i� ■ RoCRoR� iii �R� 5.611.L a ■■■I 100110 gig RRofoiRoo �■ ■ ®■ ii�■lollam ■■ NE■C■NE �■ RRRmomm RRRER �R � R� o0R iio; i0000mRmo■■ jil I MERCER a NONE ■■ Earn ■ ooRoo■ m>oRR000RRooii ��e€ � �R■ 1 E=010=10N=01 f i • II \ Eli • [4]�-�- I !� � � , ��.. •:l.i .' • i 16 � IYlI 11 11 P 1 • 1 III � � , � .�� I� �!� .�. ....,,- � • ��� ___ • -01 , , , Y v . - - - - - - - - - - U.-Ii. - _- _. .. - _ 5 INf N E-- - _._ ..- -. ...._. __. _..__. __ _ ._._.._ Pt.E- R= - - D _ ... _. _. _. - - - - - - - - - - _ _- _ _ - - _ _ .._._ _ _........... _ ..... .... ..:. .................I....... ........... ._ .._ ._............... ... ................._ ... ......... .._. .. .._ ... .. .....:.. .. OVER; ...R DRAIN .-.. __..._ - _ _.._._. _._ 1 _ _ ._ _ _ - - - - + ._ ... .. .... .... _ _._ - - - __ . ....._.............._ -- r............ _ - .. .__._ ._ E f{ IS RF .__. __ - .. -.._ - •s __._ ._.. _ _. _._...._ .. ................ .......... ......•.. ._ ._...... ......... ................... ... K... - PRbPO ED -D TCH .._. _ - cyr _ _.. _ _ _- _ :- ... -- - - T D IH � - - - - pl>'E AR n0' - _ - - _. i"5- 13 X AN _ _ - - - - - i - __ !dl _ _ - - .._ -- - - ! I ! I a � _ _ . uj 1... ..::_...: ........_.__ ... .... ... _ ....... _ ....... . ... ... __... ... .. .. . ........ .. ........... - _ - - N __. ._._._......__.-._ _..__ .._.. ._... ... -_ .. .._ _ . . ._ ___.. ..._ _ ___.. _ .._ r_ {{.. .._ .... .... __... ........ .... ...._..._ .. -.....-._ .. ........._.... _.. .. .... .. i..... _ .... ....... .. ........ ...1...._...._ .. ...... .a. _ 1164 - _ --:-. -- 1 .. ... . ..._ ._-. ._._.__. :. _. ___._ ...._ .._ M. - z - - I r : V # i1.8` V =8. y���_ ...... ..... lu��t 1..: 1',L F,_-, (;*Sr,05,291 f.5* - U E- A T JOINT _ _ .- - _ - - - - - .. _ . _ ..... ....... _ - l 43 44 45 46 47 48 � PROFILE SCALES 49 50 51 ark HORIZ.: 1'- 40' e VERT.: 1'- 4' STORM DRAIN NOTES 44+93.90 E.C. 31 INSTALL 18"R.C.P. CLASS IV 40 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. &W.C.D. STD. / t 38 p_1553.3 � DWG. MH 251 1 _ - _ SHEEP- - �/� �:NTERSECTION � \� �RICHT FOR lF 3 _ _- .__� LINE"G"��,• / 4 - - �C'46 31 1400.00 LINE G-11 �/ ti` p- E•G_13�. ................ ^351a - /' / 44+23.22 B C SEE SHEET 22 ,rytyL._._- ti \, '�'`�• � / 44+21.39 MH 1 40 � �� � -- _ - � o "^\\ � I - r 43+94.53 E.C. 45+84.31 8 C ` ® R; DATA TABLE t « 1 y WA 1,cpV BEARMI6/DELTA RADIUS LENGTH TANGENT i CD 139 :. � • 1a GT z }c/ / '"'.•.•. - i 2#. g 18T)6'49' 299.00' 94.53' 47.66' p-1553.3 / ! f'....._„• D IF A?� 49+&,�:?29 P.R�"�`� \ g L a :\ Z 03.36 E.0 .1 .`.'.^. -1^`'5...'...i �� t a,;2 31 1� / u N 40'4494"E 28.69' E C l�,,i .n,' '' ...^` ax•� /! \,)` •Ar..x. g ,13 MH 1 ��' 'E' \ f W 90100'00' 45.00' 70.69' 45.00' MAT NUN tT '4f=` 47+01.15 \` N 49'15'46'W 90.40' o E " `d o-1553.8 / NO M. . INTERSECTION t \ a STA B .� ! NO M.H. Q.INTERSECTION ` i I +14,60 P.R.C.LINE'G'- I \ \\ 24'15'52" 45.00' 19A6' 9.67' ' ��,�� i 47+77.47 LINE" 1+00.00 LINE G-14 CCC SEE $NEB 22 ( JAB 40 1+00.00 LINE G- y G IaTERSEbna4 50 .9 END N 73'31'38'W 248.86' ' p t552.0 LINE G-12' It IF \ "' 31 RIGHT FOR 3114'11' 90.00' 49.0T 25A6' A=6 31'21 t \ -"� •�� NO M.H. /. '. 1, MM 9235.44" 22.50' 136.36' 23.54' S S 6128'22'W 27.70' 3 S 63'26'27"E 137' 0 20 40 80 120 160 LINE "G" N 4s'28'22"E 4.46' SCALE: 1" s 40' S 6D0'17"E 39.93' J PREPARED BY. PREPARED BY HUNSAKER R ASSOCIATES 7, REVISIONS: - z i� MG /'_'-ERT USC AND GS BENCH MARK DISK IN CONCRETE / / CIT7< LAKE d��E MONUMENT STAMPED D 307 1935,IS 38 FT WEST QporEssigT, !. IRVINE. INC $1�T �ROVBMW PLAN 23 OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��o a w m p�4 f PAUL R. UDDLESTO I,A R.C.E.SW20 EXP.6/30/06 DATE ,, '' INLAND EMPIRE REGION OF DIAL :„ 4�. 2900 ADAMS STREET,SUITE A-15 T1W)WORKING SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 92504 (909)352-7200 E N0.----- 'A m PLANN9IO/ENGNEFJUNG/SURVEYNG/GOYERIYIENT RELATIONS » » 29 r$ BEFORE wYs BEFORE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH STORM DRAIN LINE G YOU DIG i HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 43+00.00 TO 50+50.85 SHEETS MARK DESCRIPTION BY APPR. DATE +. Y TOLL FREE 1-e9D-227-2600 0,VI t� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-40' PREPARED FOR: CENTEX HOMES '^ W'cAEAE� 2280 WARDLOW CIRCLE, SUITE 150 W"0 FOR: F.B. FILE NO. .. A PUBLIC SERWCE BY DESIGNED BY: MATTHEw BUSCH DRAWN BY: MATTHEW BUSCH �[ /' 15! ,y ON SERMCE ALERT ELEV. 1425.78 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH /�+ DATE: AUG. 2003 CORONA, CA s2e8o-2Bs6 0919-25478 CENTEX HOMES C KEN A.SEUMALO CITY ENGINEER RCE 56915 (909)279-4000 ,i7 - - - - - _ -- . ::- - _. ._ -_ -: _ - _ ......... __. . ....... ,.._ .-. _.. _ ........... ......Ill. .:: -... - _: - '•'ate, _ _ -. .- ,p:.. _.. -... _ :_ ._. _..::- ::. .D ED FINISH RF ICE! - _ - - - T M' IN _ - -R OR DRh _ -- :_ -- _ _ - - _ ' • __ .. .... ifOSED.. N El _ i we _ - - ool _ - - -- - - - LJ! i - _ - - r I _.. _..__...._ zo N - Y O. _ Ct�I SS -- - - - - - __ :... ._._ _ .._ _ - — — — — — _ - _ - - - - - 31 _ .-... Aw id + - � i T I. - - --— - I 33 34 - 35 36 37 I 38 PROFILE SCALES 39 40 41 42 43 HORIZ.: 1"= 40' VERT.: 1'= 4' a M STORM DRAIN NOTES I 1 C4 31 INSTALL 18'R.C.P.CLASS IV Lu 118 I I �13 W o--CONSTRUCT MANHOLE NO. 1 PER R.C.F.C. do W.C.D.STD. 120 •�` 121 ( PLd -tS28.8 I 122 P-1532.9 P-253a.6 I Z'W .._. �. ........... .......... DWG.MH 251 _ P-1501.1; 179 N ••.r• P-1S09.2 -1515.3 P-1522.7126 P 117 In W _._.� I f P 1540.8 P-1542.9 P-1544.9 P t546.9 P 15489 P-15509 _�� -—_ �. 1 .l 1,r I� � N ::._,�-'�J,..._ .•._. �\ ••--.-._. ..._..._.... .........._...._._ ...........——............. _ _.... .....__ _— - ...........—_............... _..... . _...._ P-1552 5 _...._..............cL__....:a......_.........�.'......_�..e....... i �. N C({ \` � ' 1-- L' 131 W o wAT�R._ .... . 31 ..._ .... ..5. .-...__, �11 _ U. I. I a _...r....:............ $ V.C.;WATER + L..__._ ._,.` .....:..., "........ . k _� T 24 DJ P__.ATER cz 'J G 15 P.V.C.SEWER _»._ I. • ._..... .. .....................__............._.�_. c M r.c� �fi,--.......,..._._..._ �• .,T :........._..........�• ......... ......... .... __..15`_..P.aI.C.•.SEMER .. --..... —. .......t I � o sCA..—............._—_ _ — — ..._......... A ,G r... .... - ,C r ... y ................_.....__ ....._...._ .._. - ... 33+83.82 E.6. / -34+71.81 L(R 1 I —-. ..— ..... .�_....... ...... �13 / -' � .._....._....._ _._ "`• �..� w ................. tMA.E..... W 188 r LOT V O '! E _ : P-1503.5 187 137+74.31 MI a� C _.-• -_� �� ••-•43485 8 B.C. '`• H 186 185 I 164 183 1 1S0 +76.81 MH 1 W - P-1510,5 I P-1518.1 L... P-1S26.a P-1532.0 P-153t.3 -- P-1540.5 tag 141 ,�CW I — ��I . .._ 1550.8 140 7 zl //P`1553.8 _ Q U w LINE "G" � of �� DATA TABLE I 3 0 20 40 80 120 160 BEARING/DELTA RADIUS LENGTH TANGENT �8 X 15'57'21" 301.00' 83.82' 42.18' SCALE: t` 40' SCALE: 1"= 40' N O'42'47"E 801.84' 21'54'38' 299.00' 114.34' 57.58' MG R TREVISIONS: SEAL-ENGINEERPREPARED BY: PREPARED BY: � • � USC AND GS BENCH MARK DISK IN CONCRETE ��////�1/ HUNSAKER ASSOCIATES �1/ LAB d'x�� 22 �I Tl MONUMENT STAMPED D 307 1935, IS 38 FT WEST QPOFEssl04 A �// IRVINE, INC $ T � T �� L 4 PADL R. DDLESTDFI,JR.R.aE.68020 EXP.e/30/06 ATE INLAND EMPIRE REGION DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT W s"000Lf o�. ,; .,. RIVERSIDE CA 92504 (909)352-7200 I� SOUTH OF POWER POLE 19319 CWT. ' STORM ANN �rim fi Two MORKING :�v ~ ii" 21R'ADAMS STREET,SUITE A-15 8 BEFORE DAYS BEFORE N0.SB02D * PLANNINC/ENC NEETtlNG/SURVEYNC GOVERNMENT RELATION$ YOU DIG You ac a/>o p SE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH / i^ HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 33+00.00 TO 43+00 10LL FREE 1-E00-227-2600 MARK DESCRIPTION BY APPR. DATE . / SHEETS C +� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-40' PREPARED FOR: CENTER HOMES I � '." A Pueuc SERVICE By DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH r or cAE�f� 2280 WARDLOW CIRCLE, SUITE 760 W'0- FOR: F.B. FILE N0. 'Fy UNDERGROUND SERNCE ALERT ELEV. 1425.76 NAVD 88 a/�a` CORONA, CA 92880-2898 B CHECKED 8Y: PAUL HUDDLEST'ON PROJECT MANAGER: MATTHEW BUSCH KEN A. UM CITY N N R R 915 DATE: AUC. 2003 0919-25478 CENTER HOMES (909 279-4000 93 11 WINE a awasnow 9099off Is milli ONEMON RON NONE Room p w 1110,1011MMEER101 0 M PH E MIN N 1111111111 .., , ■ rl on■ NON NEW i NON ME BEEN on MEE EMMERMENO MONROE t" E M E ONE KIM lEr=r.E=- ■ME ■no I 1 11 WS -,a■ a I I I M11 I I ■ 0 0 No : MODWROMMIMM mom 0 a■ pill Line I ORMENSWIN N log so ■r1m MONOMER P�WK, wwMwOEffi@F paw"W1 so O rs I lilies 0 no ONO 0 Elmolikk 1 EM No MWENOMMENE 11 u - 1 NEE Emil 0 FBI In 1111111 mb —W SEEM mom 9091go 0 "NMI =Emw� E=F= E&WE I was Eon MI@ ■ RMUMME rl 0.1 MEE—= Eff, HERNIM0 0 10 11 mom,-= E=- No M F9 HIM' i-111 , 0 imi 1h &NEE 1 re MI w E Elam WK11 3 -I- MEM Flow-K-0-0-011 Moo 0 WE Mi ME r-r-r. WEREMME WROMMERM EMPER-EM EE&G-W, man INKI 0= ee I sell 1161 EMEMOOMMM OCONEE ED, ■ MEND a M IEEE r=Ea re In 0111 No I I ON III 1�_11111 1111 SEE 111111 111 1. 11 ME 119-1 11ENEWER mooffiffins E Offiffiffiffiffin OWNER ME a NOW MEMO molloollen IRRIM 11111A E NMI liffielffill IR ME nVowifigig" w M INN Offooffooff E EN PMEMEM101 EBNER mill -aw& mom WKWERM FIRE IEEE NMI 10 JjIEE 5�,ffl ffi I I 101011111" I i UP a 1111011 Ili I I I ET WREURVEMBor-T ROME r= ran U!Z.ILE 7E I N La 0■0 0 MMERNMOR mom■0 EM M oil Ili 11111 101INNI MI I I JIL1111111M1111111 11.111111 WINE WON a r1offinlow Oro ME MEE NEW NE MWEE NO r= ME Fa E ON M FM■E KHIMN=� WIN MENEM NEEME UNNEEME MENNEN ONNEENE MIME ME -770�0 i - _ 41.1 - — - - - ..__. - _ - - _ 7-4 .im OVRI1-T RM I.D RN- ...... ... . : W I 14 7.L1 _. : .: � i. is � � m .......... ._ .._ .... .... .. o ... .... ..... .. ... .... .. ...:::. ..:_ .... ... .... .. - _ - - - M. i _ a �k C i i AAA - rin - - - - - — - - O 4. IAA _ ___....... -__..._ _ _. `.............. .___ _ _ _ .. ._. ._ _. y _ _..._ .._ ._ -_.- _ I .. .. ... 1 ... .. ........ .I. .:..... 1 .:....... - .......: . ..._ :'L ...:-....:-.._. ... ::........ ..._ ..... ...._ .._... .... - _ CONST.-,3T661T.74L. - - - ._. 3° E e _ A � H � N E 4 T$ _ ..___ - - - - _ ,_.....- - -.. .- --. __. .. - cA _ - _ - .. _:.:_-: .. -CCO.IV$71.:J - y. a:" _:_ _ __ �_ .. ... .... ._ :. Ap - _ _ - - of .. .._ -44 _ . . - - - - - - __.. ... .._. J t K 51 771.E i ..: , - _. ...:.........- _. :. .... .- - }1B. 6 .F ... ..: _ ...._.... . ..._._. I _ .. .. -, _r--___ "C. ODD _ _ . - - - --- ---- _ -4�` � � � :._. ._. : _ . :..:_- _ :.. ._. .. _ - _ --_ - -- - - - - >: 's E r ENE ,� EL SEE N07E B OW - - - E B - - - - - - 1H 1 L El FO CE :: ETE PE IES .. ._.ET.PER..: .._ E..- TE;,.._ - - - _ - - -I EEi EI _ ...,..... _.... - ': -- - - - - - _.- 14 15 16 17 18 19 PROFILE SCALES 120 21 22 23 2 1 2 HORIZ.: 1"= 40' VERT.: 1'- 4' ' I i �, i /- r' L ,,,.•; g4Yr "�,,,y; �X�r' `r ye..f \ \ •g � €'�'"t� �,,,,�""• j�y ti, P 20483,4 •""" r! �, j wi/ \ 2pp4ti'.5o'B.a STORM DRAIN NOTES 1 rAJ ~~. k ' �•''' Q / P-1483.7 Sb+'=:' ~` f / / ° MH 2 35 INSTALL 42'R.C.P.(SEE PROFILE FOR D-LOAD) 10 gg = 41 CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.h W.C.D.STD. ~ ` �F. P--11484.0 ...•..•• J / H DWG MH 252 LLA Lai y oo \ - P- ui � 2pp �,:a_ ::r',.22+12.23�J :q�.//.�'...=,i:•s?/ X.. ....' ,,,, •"'.ra145,.- r_ P. P-T4.6 .. g 5 .. C M .._........... ..._.._.........__.,._ 1 MY DATA TABLE ..... ... .... .....__....-......-..._........_. _..... _...... ...__. .. ,...._..._... ..^;=�'' P RR, BEARING/DELTA RADIUS LENGTH TANGENT ....... ..............-. 4 •-" , d �j ,,,,,, ., ..-. ,,._.._. .'•••• ...._....._.. ......._......_....._.._. r_ S 8531 O6 E 100.27 vc: EWER It I- M»-._....:.:�... *. ................. B P.V.C.SEWER 35 ...... � � / ... � J �'5826" 1�0.00' 837.50' 419.02' � La •."'.,...,...veep"-..,,., .,...::.:•-•... ..i..... ........_...... gg g .. 8 { —......... p. �..._... " ........... ;17 _ _ ... y. V 2 e i v -..._ ATER..._....._. ;.._... . T9 N...... rn! * , 71.7 >I / P-1479.4 •�,. � i EJC? ��' .. H di w, ' 11 i >¢ !::.-.-_'•:•::_...- ....—iii�§P�-::��F=-F.Ei_'-• - i ROAYAL SUNSET ROAD n n 1 LINE G F g 0 20 40 80 120 160 SCALE: 1"=40' � I xERT : REVISIONS: - PREPARED BY PREPARED BY: Cffy OF LNIZ d�IOIM a� USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER A ASSOCIATES MG o(ESSI �i IRVINE, E S T �O�T PLAN 20 MONUMENT STAMPED D 307 1935,15 38 FT WEST _ vP °4 �$ OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT - eWo aw0xf�4f PAUL R. DDLESTON,JR.R.C.E.58020 EXP.6130/OB DATE ", INLAND EMPIRE REGION of DIAL 1M0 WORIfNC ^ °s RIVERSIDE CA 92504ET,SUITE A-2 ��� �.��� SOUTH OF POWER POLE 19319 CWT. (9o9)35z-T2oo BEFORE DArs BEFORE NO.58020 r m SE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH PUNNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS STORM DRAIN LINE "G" 2 YOU DIG TOU DIC s HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APR. DATE •/3o� A THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 13+50.00 TO 22+50.00 civi CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1` SHEETS� Y taLFREE 1-BOD-227-2800 +r -40' PREPARED FOR. CENTEX HOMES A PUBLIC SERMOE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a°�c�irf� 1� / 2280 WARDLOW CIRCLE,SUITE 150 w'D' FOR: F.e_ ntF no. LINOERGROIAID:;OtV10E ALERT ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH /M� A ��/ P DATE: AUG. 2003 CORONA, CA 92880-2896 0919-25478 CENTEX HOMES KEN A. 0 7Y N N R 15 909 279-4000 G i . .. ... _._ -. _.- - _ - THE CONCRETE COVER ON THE INSIDE OF ALL REINFORCED CONCRETE - -'-" -MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2*OVER THE REIN,-- .. _ ....:.. WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND THECONCRETEOR - - - - - - - - - -- DESIGN STRENGTH IN THESE REACHES SHALL BE f'c=5000 PSI FOR VELOCITIES _- ' __. ._ _ _ EXCEEDING 20 FEET PER SECOND,AND Pc=6,000 P51 FOR VELOCITIES EXCEEDING - _ -- -"- -" - - -30 FEET PER SECOND. -- - - _ ojo -rRhk_.: - - _. :. -.:.. Z. - - - - -I EA A - - - - ._ - .. .. ... ._ - _.__.. ._ _.... - - - - .:.:.0 q. ._..4.. ._ _. _- ... .......--•-- - ._ ...._..-- --. ._ ._.. r'..- _ _. ... _. .--- -.. - - - --- -- -- - . ... _ .. ___. - - - - 7. za _ 1 < I `...,- ?-..W-5 -77 T=a ._ ._... i _. .._- ..._...__.. ... ..._. .. ...._ .._ __ ._ - _ __ _. ........_... -. .. .-.- - ---- .-- -- - - - - - '- - ._ ... .._ _...... . 11 n ... :... .. : ... .. ..._ _ . .!.. - .:: is :.....:.. ...... .... - TO _. -.. 8 .._._....._..-- -.. ... ._ ___ _ .__..._.. __ _.. _ .. _ _- _...__..._._ ... _._ _ _.. ._ ._._ .... :_ .. .-- __ .._._......_ - - . .. _ ..._... r........__.._ .._. ...v- .. . .. ._. .._ ._ - - - - 5= ft .__..... ._ .. .. ._. _ _-a:...._-_. ... ._: ..: - .- - - ___ ... ..._ :.y... _ - -- -- -- .. ... .. _ F I : ..... .. __ _.. - — — — — - - _ _ ._2 - t ___- — - ._ .$ .._. .. S. : - - - _ _ _ _ _ - 1 _. - - - - -- - - Lu - 1- R _ _. ._ ._.. ._ - - - - _ - - - - - -- _: _ __s = - - 4 5 6 7 8 9 PROFILE SCALES 10 11 12 13 1 2 LINE "G-3" HORIZ.: 1 40' SEE SHEET 24 VERT.: 1"- 4' STORM DRAIN NOTES y INSTALL 24 R.C.P.CLASS IV ,.\,'\ / i I r •, ' ' i I Wi I I " 2 4 ' ul I 3k ! i TON 11 35 INSTALL 42"R.C.P. SEE PROFILE FOR D-LOAD 5 4 ' P-1442.8 1W J 3 RI T 13'LX2.75T 8 I p-1437.9 P-1440.3 / O .ti'� T P_t445.4 / / f / / ®—INSTALL 48'R.C.P.(SEE PROFILE FORD LOAD) 7 I f ygt3'. _._.._........... �D.Z4:.......... s!,9'<',,�� 8 Ili N 41 CONSTRUCT MANHOLE NO.2 PER R.C.F.C.k WCD STD i 7 ......_.-.._.------- _ _ _ P-1432.8 i,: 'K1 P-1A35 I 1446-- f yl DWG MH 252 £, P-1433.4 ' .....__._-"►i._._-- .... _ .. �! / I-_.._.. �,: �.:y.,•_ .^•caJTIY" _.._ .._..L..._ ..._J ' �. .. __. i. .. •„ t44(!.._.._.... .._---:...:::•_;:-:,..__..:--- -- _ _ - _........_..-....-t.,o J MANHOLE NO.4 PER R.C.F.C.&W.C.D. STD. y _..__.._..._ _.- _..." � .... l.-1.. -t..�,_ - _. -I- .._........ - E -RAP PER DETAIL 44 ON SHEET 29 CON CT ..___ _........__.......... sr ..1.1.._._....._.....4! .. _.._... w:�,•�,,••. .__.-- , ... ='C.5... - •-._ .. CONSTRUCT HEADWALL PER CAL-TRANS�144 . ... i = 42 DWGSMHU254 G� t45D W 44 CON ..._..........._.........._._.., -_.._....-:�:_.:=:=:z::__-_._,_---;.��`.........._.._.._......_. A CANYON .. ...................... e a........,,._.........DRIV -- ".,_: s sTD PLAN a E _145 .... Das 9-- ' , ..._.. ..._..... ....-—A,,,,15.Op.00......_�-... ":IN.IERSEGTION...,..,... __ .... ... _....... ...................�......... ...._...._..a .-..._ 35 :n ao n _.......�:_�- - - • ....,..... _g ikTE�1174 i • ,Y..G...�................._.._ _ _...._...._..p. ..... ,... 3 c. wa _ + _.._.._.._.._._.. 5177.. Yk! - _..I . . . ........ ................... . . . . .. .�- --• '._ - - - - - _ i DATA TABLE ...- _. V.C. ........._.._......_......._...... ._-;..•- ;�.�.,",� BEAR '�',,�.ri-z- __�•••._:�--:a•-•-... ~' -- - ._._�-y E_..- C........_..............' . ... 'Q4 .... . _._�._. - ""r.,.,, ._...=•._:=�-;::_:::.,..,._ _ _ �.:. W MiG/DELTA RADII LENGTH TANGENT S 48'41'33"E 250.64' 82.26' � m:: a __..._. v _.._..-+-..-.....'.._ _ _-- 75 � 'Y`=+...,�,.,,,,,, �•_,_:.,zT`F 15'34'45" 295.56' 148.70' e �_.._. .• -4:'S :-. ........ ...,__._......___- •. e p 1436. P 1442.9 P-i 42.9 - - ._._..._.. _ ._ \ � g ' _x..l 2.9 _..._..._.._. _. .. f --142U•.._..........__................. ... 1 P_1Ag36.3 '.. '..LJ,,: J � 68 87 - 4 - C 1087.0E io � 4 � � D S 33'06'47'E 184.29' � tti5----...._.. `�•, .1 � J /� .....�._._......_....._ E 535'50" 110.03' 55.06' s +++��\ ---,._._-.,._..�,\:r\ :1' t:w,w�_.._._..._._......_.._.._..� i + G 7153'38'ST 60.00' 56.18' 30.34' S cd 0 �o LINE "G-4" n SEE SHEET 24 LINE Ci _ M.H.14 DAR 4 T C "--�,- A={=4L718'00",8=2.00, 0 20 40 80 120 160 �C-6.58,DI-3.50,02=3.50' _ EL.R=1433.12,EL S-14M.10 I \1 SCALE: 1" 40' I i cs / - - : - - PREPARED BY: PREPARED BY: CRY - •E DiG 'E R USC AND CS BENCH MARK DISK IN CONCRETE HUNSAKRV ASSOCIATES 88 oFEss, G IRVINE, INC sE � T �� 9 MONUMENT STAMPED D 307 1935,IS 38 FT WEST vF �4 PAUL R IUDDLE9TON,JR.R.C.E.SB020 EXP.B/30/o8 DATE 5= _: IN EMPIRE REGION OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT uc��t Ogfc 290E ADAMS STREET,SUITE A-15 ��.� lre OP DIAL 1M0 WORKING = SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 92504 (909)352-7200 _ s BEFORE DAYS BEFCRE 4 NO.5802E '•m PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH I'LMINING/ENgNEO11NG/SURYEYNC/fAVdNWENT RE..AnONS STORM DRAIN LINE G" 29 8� YOU DIG rou oIc �, ¢x HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: 1"=40' PREPARED FOR: CENTEX HOMES SHEETS MARK DESCRIPTION BY APPR. DATE , 3+45.24 TO 13+5D.U0 N r_ppp_�T_�00 �� o rL + CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. Hf d' W.O. FOR: F.B. FlLE N0. of .. A PUBUC SERNCE BY MANHOLE DETAIL - STA. 10+88.38 DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUS c�cA�+� a /� 228E WARDLOW ClRCLE,SUITE 150 UNDERGROUND SERNCE ALERT SCALE' I"-4' ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH •��••�r �'/l/� DATE: AUG 2003 CORONA,CA 9288E-2696 0919-25478 CENTEX HOMES '� N A. 0 TY N 1 (909)279-4000 - -. 34 m d - .. - _ - _ _ - _ . - - - - - - - _ - _ ._ - 3 ._ - -- - - - - - -- - - -- ' - -- - - - - - -- -- _ MOG _....... N hmp K _ ,�L t��1+ - __ - - 4 A Ai Rt-1 36 4 O _ i _. _...- --- ..... .. ._ ._ ._ .... .a--:. o - - -- In #f 6.511...- f BX I io OROUN - -- E E ll E _ _ - - - 1 - - + N4 = -- - .-- --- -. .. _ ._ R. 2011. C..._..- -- - J-1 _._. .. .. ... �� 1•. Tile© N. ...._._ __..._. D .. __ ..: . - .oi:_ ... - m: - _ - - - -- - - - -- - - - - , - - - °h - - n Cf �{ f I D I A - - - I 4 - - - - - - - -- - - fibs b = _ -- - Y i w v _ t E 4 ' 4 4 R_ 1+ -8 5 6 7 8 9 10 _ -PROFILE SCALES 3 1 COUNTY REQUIRED HORIZ.: 1'= 40' �� m m CL TNT ;RR yT� H FIRE TURN-AROUND VERT.: 1=- 4' ` e l "LANGERFIELD CT o 3+67.64 PORTA STREET 2 I 48 �� SEE SHEIET 16 1+00.00 ANGE L CT .4 3+84.84 60 59 6+84.15 BARRICADE G 6+64.03 ST LT .- S ROSETTA CANYON DRIV a •� 463E84 62 R/W 5+13.22 61 1 3 45 N w SEE SHEET 3 � '- �' 47 46 21+15.74 m I 2+44.74 7 I�W '� 7 STORM DRAIN LINE"G-4" BCR III 3+P 1 L r- �'��'( p < r:m SEE SHEET"25" +_ I NE m 7+2 () C' 2 F 4 A • '2 R/W ZO 9--`----•.:..« J B � + g N �I SEE + � � - _ ''I-------...«._ � g Y ��` •1x Wa D �� ? 12 " " w L 5 _2 � O stu � ..4o.e ° R * S �� 12 V I� � g I � 6 W 10 4 � R/W SS sx� �s R/W T U 0 Q � '. { 2 II � Si 52 S3 � 1+57.43 � h m ECR RTIA +�.s3 I I ^ I SD n m 55 �s9ar qq ��' m STRE .Q M'• ss.n 4s.Pz -: I I I- -I g L TNT 49 CB/3 m I DATA TABLE SEE �jIG +77.31 I LANE= s64i 6+77.31 DIANA LANE CONSTRUCTION NOTES 57 + HT �+ R 8+23.04 75 III I Q W 56 - 00.00 P TIA STREET /W °. I 1+0O f PORTIA STRE T I BEARRIC/DELTA RADIUS LENGTH TANGENT DATA TABLE '" 72 73 74 22+2 .7 --- VI k, 6+32.51 1 CONSTRUCT A.C.OVER A.B. CL II o iL ECR ROSETTA CANYON DRIVE ' �- PORTIA STREET a N 4927'05"E 78.90' BEARNLG/DELTA RADIUS LENGTH TANGENT m PER TYPICAL SECTION ON SHEET 2 4'40'58" 1000.00' 81.73' 40.e9' 0 N 49'27'05"E 77.14' DIANA LANE +o SEE SHEET 3 > O N - N� to--CONSTRUCT 6U TYPE STANDARD CURB PER 4 @F nt q m \� RIVERSIDE COUNTY STANDARD N0. 200. 15 O E C N 54'Og'03"E 95.63' 224'OB" 980.00' 41.09 20.55 DATA TABLE SEA I --CONSTRUCT B'TYPE"A-B"CURB PER E 12'49'36" 500.00' 111.93' 56.20' 9216'50" 25.DO' 40.26' 26.02' BEAICNG/bELTA RADIUS LENGTH TANGENT RIVERSIDE COUNTY STANDARD NO. 201. I N O 4 CONSTRUCT SIDEWALK PER RIVERSIDE z (�E N 4118'27'E 120.12' 90'00'00" 25.00' 39.27' 25.00' 8723'11" 25.00' 38.13' 23.BB' COUNTY STANDARD NO.401.4"THICKNESS. © N 49-27'05"E 62.81' S S 5498'03"W 47.63' ® 3'55'32" 918.00' 62.69' 31.46' w . €€ 5a--CONSTRUCT CROSS GUTTER PER RIVERSIDE SN © S 40'32'55"E 55.00' 12'49'36" 520.00' 116.41' 58.45' ® N 16"43'47"W 84.04' COUNTY STANDARD NO's. 209 h 209A. I a ® N 4927'05"E 25.00' S 4118'27"W 48.12' © 17"36'01" 107.00' 32.8r 16.58' Go--CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 101 g I S 40'32'55"E 55.03' 90T57"E 35.00' 69.77' 35.00' ® S 3419'48"E 50.24' To--INSTALL STREET NAME SIGNS PER C11"OF d: J 416'S2" 1020.00' 76.21' 38.13' S 3551'57"E 69.77' © 21512'02" 40.00' 150.24' -126.09' LAKE ELSINORE STANDARD DWG.N0. 201 QK S 54T78'03"W 95.63' 19Y)B'10" 900.00' 300.59' 151.71' II S 052'14"W 50.00, O-INSTALL BARRICADE PE RIVERSIDE CAOUNT' _l © 12'49'36" 480.00' 107.46' 53.95' S 16'43'47"E 176.15' ® 17'36'01" 107.00' 32.87' 16.56' STANDARD PLAN NO.810 0 S 4118'27"W 48.12' Z N 3551'57"W 24.77' ® N 16-43'47"W 84.04' 12 CONSTRUCT 5800 LUMEN STREET LIGHT PER 0 20 40 80 120 160 p RIVERSIDE COUNTY STANDARD PLAN NO.100 N 90'00'00" 35.00' 54.98' 35.00' ® 9,59,01, 918.00' 159.96' 80.18' ® 19'OB'10" 882.00' 294.50' 148.67' 16 CONSTRUCT 6"DRIVEWAY APPROACH PER RIVERSIDE I 1 im 8723*11" 25.00' 38.13' 23.88' N 3551'57"W 24.01' COUNTY STANDARD DWG.207. SCALE 1"_40' N REVISIONS: - PREPARED BY: �I. { MGA - ERT �` HUNSAKER & ASSOCIATES G1Y EAI�■#101! �; 8g USC AND GS BENCH MARK DISK IN CONCRETE MONUMENT STAMPED D 307 1935,IS 38 FT WEST fROFESSI�, w Gs o ^-;, IRVINE, INC $T � T �� 18 , 4 PAUL R. DDLESTON,JR.R.C.E.58020 EXP.6/30/06 ogre INLAND EMPIRE REGION OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT eW r .. 6� DIAL 1M0 WORKING SOUTH OF POWER POLE 19319 CWT. N�' RI12A:'R9D900�CA e25DD44 (9 9)33.sTE i 7200 ���» BEFORE DAYS BEFORE -f NO.W020 Tt n PLANNING/ENONEEMNG/SIIRVEYING/GOVERNMENT RELATIONS PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH DIANA LANE& PORTIA STREET29 You DIG YOU DIG o.'sryoN� ' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 5+11.69 TO END 1+00.00 TO END SHEETS �o HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK UESCRIPnON BY APPR. DATE s _$ TouIwEE 1-e00-227-2600 +� VI + CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"�40' PREPARED FOR: CENTEX HOMES A PUBLIC SERMCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH e a c-01 Z� 2280 WARDLOW CIRCLE, SUITE 150 W.O. FOR: FAL F1LE 90. o e UNDERGIROUNID SEINCE ALIT ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH Q /f� DATE: AUG. 2.003 CORONA,CA 92NO-2896 0919-25470 CENTEX HOMES 1 909 279-4000 , fid dfl - - ............... �, M. _ ..... .. __.... ... .. ... - O g. oO _ .. _ ._ :_.. .. ._ _ _. _.. _ _- ._ _ - 0 Cl -- _N._. - - - - - - - - - - -_ - - - ._- -' - - N ._ X_ {yp p _ . t - _ 77 E $H : - -__ -.::.. .. � E T LPOED - - - -_ _ O+ - �I p _ - --. .... _ ..._ .___. .. .._. ... _.. _ .._ -.. ._ - AA .:. .. .. _ _ .._ .__ _.._. _.._.... - - _I_... _ - - - T' - - _ _ _ - - IM - - _ _. - - wazz CL INT / �F�G PROFlLE SCALES 8 7 8 - 9 12+76.10 MARQUISE ST- SyG�s� HORIZ.: 1*- 40' 1+00.00 CHAMBORD STREET F� sT 'z VERT.: 1"- ,V 14 �d` �ti'e� DATA TABLE CONSTRUCTION NOTES TRACT BOUNDARY (���� BEAR9IG/DELTA RADIUS LENGTH TANGENT PER TRATYPICT A.C. OVNR A.B.CL 11 2 30 " � A N 41'18'2r E 64.88' 29 RIVERSIDE COUNTY STANDARD N0, 200. G 40'45'06' 300.00' 213.38' 1,1.42' o--CONSTRUCT 6`TYPE STANDARD NO.PER A F © N 0-33'21`E 214.93' TYP 16 R = �� NO'33'21'E 50.00' J O CONSTRUCT SIDEWALK PER RIVERSIDE 6 0 _ COUNTY STANDARD NO.401, 4' THICKNESS. 0(� ; \ D W 4 I- sys c EQ S 89.26'39'E 50.00' W I. a-CONSTRUCT CROSS GUTTER PER RIVERSIDE 4���s ' \ +29.64 N W COUNTY STANDARD NO's.209&209A. l 2 ST LT TYP 16 QF 90-00'00• -.00' 39.27' 25.00' W u H ^F- �6 �2,< ' +£4 �? 25 ♦ U - 8 O Vi ©--CONSTRUCT ACCESS RAMP PER CITY OF LAKE 7 C 4 \ 20 © S 4118'2r W 21.88' - +Z ELSINORE STANDARD DWG.NO.101 w} P \ 21 22 23 24 5+96.58 © 4O'45'O6• 282.00' 200.5r 104.74' lg 2 4 V ..� ' > �U INSTALL STREET NAME SIGNS PER CITY OF 4 ` R/W - LT3 .d• 28 I N O'33'21-E 17094' <W - W LAKE ELSINORE STANDARD DWG.N0. 201 '`x0G H`'- - - - H O\ 27 J 10.23'19' 107.00' 19.40' 9.73' Vf -- STANDARD PLANS NO. 810 _--+65 09 --INSTALL BARRICADE PER RIVERSIDE COUNTY �-�- -? _ ® N 9'49'S8'W 40.91' p R/W BARRICADE C iE C - �� 6+43.19 CHAMBORD 5T= Z 12 CONSTRUCT 5800 LUM`11 STREET LIGHT PER � I 37 \ :"'--__.� K'. 'O q 5 2 4 •� �,�� K s 12 D 6+21.73 CHAMBORD ST © 110*46'39' 53.00' 102.47' 78.80' 0 3� W RIVERSIDE COUNTY STANDARD PLAN NO. 1000 q A 1>0 i �'�'- -- N 79'03'19"W 40.91' m 16 CONSTRUCT 6"DRIVEWAY APPROACH PER RIVERSIDE -' C R 1i R C 2 4 T L 2 W COUNTY STANDARD DWG. 207. 1p z tiFit /M' N 7 10-23'19` 107.00' 19.40' 9.73' <n �� �6 _0. _ �_�,_ babe _ F � S E 0 90'00'00• 25.00' 39.27' zs.00• � + CHAMBORD STREET _ - - - 28 S 41'I8'2r W 21.88' M 35 34 4 se'Lr 33 32 31 ,�m M 6+84.10 �`�• 318.00' 226.18' 118.11' 0 ST LT ® N 0'33'21•E 214.93' ? � FAc�B0RD STREET 12 Qs 9oroo'00" 32.00' 50.27 32.00' T 90*00'00' 50.00' 78.40' S0.00' of . CHAMBORD STREET J 29 U S 89-26'39•E 91.78' 0 �N rf `- 7 Q S 8926'39'E 135.8T STA. 7+15.82 s esz6'3s•E 135.eT g' SEE RIGHT o zo 40 Bo 120 160 �S SCALE, 1•=40' 0 4o Bo 120 160 SCALE: 1'=40' 19MG IIII E IONS: - PREPARED BY: dI ��- 'I(t°� fllj �j/,/�� Pr�rAReD Or GiY OR Lmm<MI01!m USC AND GS BENCH MARK DISK IN CONCRETE E� HUNSAKER R ASSOCIATES 1 7 .�, MONUMENT STAMPED D 307 1935,IS 38 FT WEST p40fE541g1, G y�/.IL ZM=lte IRVINE, INC $firer DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,0 �4�4 PAUL R. DDLESTON,JR.R.C.E.BW20 M.6/30/06 -%A1E- INUND EMPIRE REGIONTWD m SOUTH OF POWER POLE 19319 CWT. :g t�•o 2900 ADAMS STREET SUITE A-15 OF PLM 76 PiANNwc�NaYi1c/�`ro�mwar REiinoNs CHAMBORDTaS�REET " BEFORE DAYS BEFORE �•�� } ESE PLANS HAVE BEEN RENEWED fOR COMPLIANCE W1TM�o YOU DIG 19U HEIGHT OF LIGHT ABOVE STATION MARK 1 METER, �' d•6/3c," s 29 1-600-227-2600 MAC DESCRIPTION BY THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR_`" taLL LAEE APPR. DATE �� c�I CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'�4Q• PREPARED FOR: CENTEX HOMES 1+00.00 TO END SHEETS A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH yf cA1f a/ Q /1 / 22W WARD-OW CIRCLE,SUITE 150 W.O. �' F.B. FILE Na' L%DER0ROUN0 SERVICE ALERT ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH �Si•.. Md•••�ttCN N R S* DATE: AUG. 2003 CORONA, CA 92880-2896 0919-25478 CENTEX HOMES �I,, 5 909 279-4000 z. m Lip 011 i=■■■ ■ ■ ■ ■ iii ■i ■■ i ■ i ■■ ii=■ ■ ■ ■N■■■■ i=ii ■■ ■■■ii=i ■ 111111Jill II Ea - ■■i �■��■■■■ ■■■ ■ ■■■ ■■■ ME ■■■■ i ■■ ■ ma IN ■■■■■■� =■ ■■i�■■■ ii i ■ ■ __r MINI I / 1 Y. . ■■ ■■iii ��r ■■ ■■iiri==i ■iir�■■i�. .. ,� i ■■■N■■■■■■■ ■■ ■■■■■ im rW FROMIII Milli ri. MEMO i .: � ' ii � i ® _ ! � . _ : M1101 :. - - ■■■i=■i=E■■■■ 11 ii= i i�■■■■i�■i �.� �i ■■■■■■E ■ ■i B�El�E�: ■I�MEN iicF� ' .��.: c��� fib �■ �■M■i�■■■■■�_�■■ '."� i.,I�':. iic �■ �■■■i�� �• i i ia■■■M■i�■E�I I i! _ i - ■■■■■EWE®■■ ■EM■i�E■■fi E` ■ ■C3. ■Amfed ■i�MEN■■W.L• i� i�■■ i�i� 3r�r,��"`lll ■■■■i ■i� ■�■■■ ►..i' i€ "■■�1■■PEN _r�.e�l!■■ N■■■ice■ ■ is l i! _ _ _— '� r = 905 I its �j ■ ' ■■■ .-■■ ■■■�� ■■■■■■iE■■ ■ ■i ii= i ■ ii■ ■■ �■�■>_■■■■■_■�■� L�� S o WAIP i noa Fos cm ■■■ ■ii3ii=ii=■■■■i ■ ■i ■ ■i _ems■ ■■■■ ■ ■ ■ ii ■■■ ENE go ■■ 1-9■09■11010 1 E11219 fill � ■.. - - - ■ ■■ Ft. -NOWNWE WN 1160-1 P'.-u i all: ■■ �E■ E � _ . ■ .: ��� � ���� ■ Iic■� err... , , . ; ., . . ■■■ ■ ; � no MW■ i�■i ■ _ ■ � 2 ■■■■ �N■t ■ WNW ■■■_■�■■_■ ii�����ii�■ � ■iii�1 ■ RON ■■ii � ■i ii=■lii■ iiai a ■■iiif ■■■ =� ������.�` � �� ■ ■ ■i=M■■■NJ mi-MME : ■ i ■ ■ i=i■ii ■i=N i�ii�li�■ ■i _ - isi3i i�■ _ ■ ■© ■ ■■■ ■■■ ■li , li■■i� ■ ■■■ i�■i�R■■_■ _ .. E _...�.:. E /1 ■■l■I�i ■� i E ii i �■ ■■■� . �'i 1 ■ ■ i=■■N■■ ■■ t i�7IrM0W■■i�■■i=■ ■ ■�■ ■■■�■�■�iii � ����� � ■ LEIN � �1 LIE M_� _ Y.Y Y tJ is T� _ _OSC �■ �� ■■■■ i=■i ■■� ■iii■■ ■i�6 ■i ■ N ON RUN ■■ ■ ■ i�■1� ■ i�■■■■■■ii=■■■■■■■ ■■■■ ■■i=■ ■■� __■_■■■■■■■i ■■■i^■■■�_■■■ ■ ■ ■ OR IN `�i © O . ` �O O r�� �T `%!i_1/ -�� �" O�S��■s�iiss�wl=•/ ,D •1 Oi (m..- ® .,.:.n1s0�® ..�? - 0 �1 ®i•��_ � o ` © +� - ii�_�_wr1�►�®Id p "� �• ••- � © ��'.�•. -•:,�� © D eq�„�'_=i—Arr!'��`�����efla�i►��—u—i►�r��®i�tad�U,��� _ � �p� O , r. 1 �� `�I'' « u �'. i Kell [0lr7----T.-,TM�m� � �i♦fi�i♦ p�� r r fii�' iifii� � � O �i♦fi�i♦ 4 �i♦i�i♦ OI p �i�'''�ii�® p��i♦i�i♦ 4 �fii�fi�i� © �i♦i�i♦ \ . . Y _ p ••11111 i�;, O �=®= [�l : .a i�i�i� I 1 1 :1 / .• O . • O 1.. 1 •1 1 - . ,' _ p :r..r r r r ii� r, p � r r r i�� �7� r r ii�iiii� � � � � ,'./ .. m 1 • 1 �i_�w';ri�i� W �i�� r r r i� •Ii �i- .r r i_ ' O . 1 , - 1 •• • � - O ®ill,llrfirlii�i� © �i�i�i� � ®®®i� / • 1 '1 . 111 . r 1 . r rr • r• . yy �i�ii�iii� '"'' �i�ii�i� � �i-®i- ,.. 1 •1 1 . . :. 1 .. 4 �i♦fi�i♦ I �i♦®i♦ ink fii�fiii� �' �' �. 1 I1� I ( ' 1� il I I\ .I. .,.. • 1 • , ___ Y1 -.a' -.m '� / .r ar • r �� • • •- ��� Vat I r •I' •Irr a® iiffaf .. .: :. - - _ - -1 __ - 00 1 - - - _... -- 77 _.W R P Eyl TOP _ : .. ... - :_ - _: _ _ - _ $ •'- 3 - - F i tl T �- •9-V E C : r79 xa D' F ___.. .... __ _ _ _. .. ... _ __.. _ ._. ... -._.A .....� - - 34.29r .. • of �:- - _ - P,1 - - 8 - - 44 Q50 _ n _ 4 - - � w - 10 -- _ 117 -- _ - } RT Nal- b t [ 9 2 2.wa I -6 _. 8 9 10 11 PROFlLE SCALES 12 1 2 3 - - 4 J TEMP. TURN-AROUND +4 HORIZ.: 1 b= 40I J ,PER R.C.F.D. STD. 89 CL INT Ba CR g ROYAL SUNSET g S VERT.: 1•- 4. SEE f ROAD m 2+45.66 ,� m�+ 10+00.00 PASCAO LANE- + SEE SHEE 14 n ECR TRACT BOUNDARY o+ m o I 6+74.84 90 ti 2+88.66 ROYAL SUNSET RDA Y m 83 $ , �0^O ST LT- - R3tX rn -- -- 7 J o 1 ROSETTA CANYON DRIVE m MARQUISE ST Y 39 I / WON q G n m B ~ H 4 ' e - R B2 GL INT I EEIISH�ET 30 ± 25+1E RO EC 9 1 3+34.90=14+69.40 1'r2 7 2 B $ g- I D K 71+67.7 4+17.M ROSETTA CANYON �V U 2 t2 `"^""""-^"•L'- o •-;. L 2 4 T 1+00.00 MARQUISE STREET II 7 •4 - C 6 1 4 - m T 1 aR• Q P �� 12 81 I I I I JJ 6 2 •"'`�- 4 ' X 4 921 R S 7 V I II 40 91 92 93 94 ^i2 1 W /+0. 9 AR ISE TREET= rn W I I I I 15+22.62 MARQUISE STREET ^ m 3+31.66 � ROYAL SUNSET "I � 3+31.82 'F � I DATA TABLE DATA TABLE PASCAU LANE ° mSEE SHEET 14 W a cR \ p so I III 'N 6 7 BEARIN TA RADIUS LENGTH TANGENT BEARING ]� R I I I $24+17.68 7 CONSTRUCTION NOTEt 2 /DELTA RADIUS LENGTH TANGENT 'q N I o R 41 /� N 0'32'55"W 119.82' 38Y)T51' 107.00' 71.21' 36.98' 0 0 40 BO 120 160 gP1° r�' * '2 \ III 12 BCR N ST LT &_CONSTRUCT A.C.OVER A.B.CL II O 9 „� I I w 43 42 PER TYPICAL SECTION ON SHEET 2 a a ® 2'44'14' 3000.00' 143.32' 71.68' 93'32'24' 25.00' 40.81' 28.59' ,fit / \ ROSETTA CANYON DRIVE to--CONSTRUCT 6'TYPE'A-6'CURB PER E .a © N 2'IV20-E 84.02' 90.00'00' 25.00' 39.27' 25.00' BALL' 1�- •�n,.� SEE SHEET 3 MARQUISE STREET RIVERSIDE COUNTY STANDARD NO. 200. V N 211'20'E 54.70' S S 211'20'W 21.02' 4o-----CONSTRUCT SIDEWALK PER RIVERSIDE ]9 COUNTY STANDARD NO. 401,4'THICKNESS. 2502'-E 300.00' 13100' 66.64' 2'44'14' 2982.00' 119.82 71.25' OS --CONSTRUCT CROSS GUTTER PER RIVERSIDE o F S 823T18'E 22.00' DATA TABLE COUNTY STANDARD NO'e. 209 k 209A. z Q S O'32'S5'E 119.82' N G S O'3755'E 119.82' 4429'30' 187.93' 130.41' 88.69' BEARMlC/bELTA RADIUS LENGTH TANGENT 6Q-CONSTRUCT ACCESS RAMP PER CITY OF LAKE w DING.NO. 101 s 2'44'14' 3018.00' 144.16' 72.11' N 5111'Ot'E 52.10' ,023'19' 107.00' 19.40' 9.73' ELSINORE STANDARD D 70--INSTALL STREET NAME SIGNS PER CITY OF � I S 211'20'W N 61'34'20'E 40.91' LAKE ELSINORE STANDARD DWG.NO. 201 o pp 21.02' X 2'32'27' 1200.00' 53.22' 26.61' O8 J 90'00'00' 25.00' 39.27'1 25.00' 153'19' 1200.00' 39.55' 19,78' 114'46'47' S3.00' 108.17' 82.84' 12 CONSTRUCT 5800 LUMEN STREET LIGHT PER �N 90'00'00' 25.00' 39.27' 25.00' © 8724'29' 35.00' 53.39' 33.45' S 5310'56'E 40.89' RIVERSIDE COUNTY STANDARD PLAN NO. 1000 © S 211'20-W 11.70' N 5111'01'E 1 82.39, II 1*0006 1 107.00' 16.81' 8.42IS-CONSTRUCT 6'DRIVEWAY APPROACH PER RIVERSIDE g� ® 2511'22' 318.00 139.81' 71.05' ® 93'38'28' 32.00' 52.30' 34.10' ® N 511101 E 153.19' COUNTY STANDARD DWG. 207• �- QN 1962852- 40.00' 137.17' -276.20' 872429' 35.00' S3.39' 33.45 93'3T58' S0.00' 81.71' 53,2T 0 20 40 80 120 160 \� 8 0 N 43'51'34'E 50.00' N 511101 E 39.64' RT � SCALE: ,'_ 40' o REVISIONS: PREPARED BY' ' $ USC AND GS BENCH MARK DISK IN CONCRETE PREPARED BY: HUNSAKER R ASSOCIATES CRY OF mm d� g,g MONUMENT STAMPED D NIA 1935, Y 38 FT WEST �RpFE95lyy IRVINE, INC $�T ��r �� �5 i� DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT �o�woq�}4 f PAUI R S ,A.R.C.E W020 q�,8/3o/0E DATE " INLAND EMPIRE REGION R� BEFORE PAYS BEFORE SOUTH OF POWER POLE 19319 CWT. ^+q 9r.+A : 2 RIV r"AMS smEEi sul>E A-ts OF N YOU DIG YOU OW G d�•EB020 r SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/EIIgNC/SURDE CYETINC/CAVFIMMENT REl 11�1ON5 � � HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �, a.�nuroE ,. PASCAL] LANE & MARQUISE STREET 29 TOLL FREE t-000-227-2l00 NARK DESCRIPTION BY APPR. DAZE y THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR lyl + CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'.40' PREPARED FOR CENTEX HOMt'S 6+00.00 TO END 1+00.00 TO END SHEETS A PgIUC SERMCE BY DESIGNED BY: MA BUSCH DRAWN BY: MATTHEW BUSCH f CAl1f" / / // 2280 WCENTE CIRCLE, SUITE 150 W'0' FOR: F.B. IAVOERd101Aq SERVICE ALERT ELEV. 1425.76 NAVD 88 �Ilr--aFr FILE No, CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSG1 � '�%` DATE: AUG. 2003 CORONA, CA 92880-2898 0919-25478 CENTEX HOMES o K N A. M O CITY ENGINEER R 1 909 279_4000 z �inWi1ol 0 1 a Mall 0Hof mmamm■ ■ BEER ■ ■■■■ ■ WRODE■■■■■■■■ �■ ■ ■ �■■■ ■■■■■ � ® BEEN■■EON wIn ImI 00 !■ ■ ■ ■■ ■■■■M l � � ! :mi 0 rip f 111 11 nil I _ FEE MI '00 4 INFE agoo MOORE on go m silo on M � _ LE It BE ME .. NEE"- I MENOMONEE B1111111khrim ORO I mrsom 0 IN ON go Bit Blow ts I wig ■■ FIRM ■■■■■■ - -i . ■ ■■■■■ ■ a ; ■■■ -■ ■■■ ■■■=_�■■■■ EZR■■■■was IEEE NEE .11111101 W EL ■■■■■■■■ law 0011111111 ■ I� o 1 WIN . 1 " EEC ■■■■ ■■_■■ ■ ■■■ ■ ■■■■■■ ■■■ ■ ■ !�!■ _ � ■■■■ ■■ ■■■ ■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■ ■ ■■■■ FA NONE go Mrs � ■ � ■ ■ -g RJR 1110 11aff ■ ■ ■ ■ ■ affiam `' Room■■■■■■ IEEE gmm=MMmmw=w ■■■■�� 9009991M M■ 11■ ■ ■ � Ric HIM ME �CNONE � �NINON ■ W a ■ l id = _=_E NE' ..• an 1 �iWslw►�C-=.�O . Q pp r!' 1' •, I p O �-�- ["] ••11., 11 � I I �. [1 11 11 11 � 11 ;`, ® ' ' • , ' • „1 1 - II I ( 1� ! I,) r ll. ; .«.r11.. • iY1 • • r al « . 11 . . r - • .. ■■ ME ■ 9 go■ d b ■ ME took I M or E� -II ■ i ■EM iE ■NO■■■■ MEN ME i�■ ■ i ■ �M �■ END■��■■■ ■ ■■■ ■■ ME@■ ■■■ ■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■MMM@MMMM■ ■■■■ i■ ■ w IN KID ■ o■■■m gig■■■ ■ ■ ■■■■ ■■ ■ ■ ■■■■ E■ ■_� �. ■ ■ ■ ■ ME __ it ■■ ■ i� ■ i= ■o� ■ NNIMM i= ■ an ME of l■ - - � ■ i :�fONDIRMEREE MMMMM 0 _i fffoc o■■■ ■ � ■ �■ ���i=�' i€` �� ■■ - ■�N : i i �L��i=i�������■ on ■■on MEOW MASE v 191-- MINE 1011 ISM N ■ _ �� re Elm • ■ cisi '� _ R" to iix ■ - ElL. ER. ■ sue= P� = �� i= i ii ■■ ■1 ■ ■ ■1 ��� �■ • _ ■■.E !l �■ � 1 � �=_•'.��'@� ��� 1:": � � _�i=■ � �■ �ME■ ■■ �mEEO Me ®■■ ������ - �� � �•� � /tom , .-_ _ �i111pal MOM Mw = MN film-ili al ■■■■i ■■■■■■�■� ■ ., e3 ■ !F111 ����■■■■■■■i�■■ ii�■■�■■ii�■■ ■■ . i ■�= ■■� xr■i �:: : .. i�■■■■ Mi MEMO■■ �i I, ■ ■■ �. �� ■i� � � ■■�■ ■■i��� ■� ■ ii E ■����■ MIMM� ■■MMM■ ���■ ■■ ■ � '., . .. ■iisi i ■ ''s°1 1 ,- -S'�i�l 101110mmoollom IN Gapoino wo gMMMMC� 0 wMMMM@M 0 ■ME M MEE0 I'MME0=0 all! ME go ME IN NONE MENM@@@w- MEN mom M 21 I'm 11,11"I'll'o"I"011 MINIMUM BOOM I 99NOR go .•S it 1 1 . 'yam I I,1 /f� \ � ��/►11�1w1�1��Mt�J�IA_i7�► °-11�1— �. ��6 p •.,�,,�0 � �y�� ,.'" �r —_�w��h�w► r ` NOW e,®Di` . O O ►�rii�i _ �.-ram Y , • • �INNI II.: 1 -1 1 I• -I• 1 1 11 "0 Im MEN IMINNE OM IMIM ONNIMINES ® . :,1 -[1^^O.�-- •II ®:I1 1II11.11;x11I,I.��.II,'';I�1;1rr�� © ,., iiii�iii�ii�OWN NINP, - -1 . 1 •1 1 �11 -_�_i1.�i_ o 1 1 •1 1 1 O � I 11 ®1 � © � I 11 �� 1 Y 1 11 1 ••, , / 1 /1 •-• I• M � low � lismamons®� _ _ N E EEowingC MEEEE� EEEEEEEE E ! . = : . E EEC 1 E I FE919— E �. ` :"` �■ ■■ s� � 1 ■■■11s■ ■■■ Is=■Ii ■■■ ■ s■Ise 1� 1 ■■■ 1 ■ ■■ ■■■■■es ■■y■ ■® ss s s s s ■ss=ss s■s s s�■ss ■s�■s■sus■s� s■sass s ■sass ■i - � I IIEssssNl ■ .. 111 ®s■ 1� �� . . .,. 1 • :!�® �� OEM �1� �Eia Ili ■1� : ■ IiII111.4, .. �= . - 191PRE In ■ gloom : ■log e ; - _ AP _ = I on ED■sus-■ MEN■sss Elm : � � i � s� N6� � � � �s �� ■E E ■ii■■ � � � . �� �� � ■ IN ■� �� i€ . !!1� 1Mf��i11 1 �. i �l� Y� ' �ii� �iil ii�i t�l 9 1 ■ �� ■ 1 0 ..L ii�3 � _ .�� 1=�i �� �Ei � ��Fl : 1 Eft Ei< f �01019 a �■ -..�.nr* - -- ss«. is � E E � B � �� Eve �99MMON i it s s� �< ssss l �_. . ssj; s�sssis s sass=ss s' �s ! URR WNWOR E K O—MMENE s■ss - Im s=iLisss= lss; ■ _; �` = �. .■■ ■ ar ��� 3 ■ ■ ��, ■ - = ■■I�s■ I= ■ ,,: � ■ ■ _�2@1 . EPEE■■E � EE E � �_� � i �1=E gaM110 5 IM �I NP%afff RN W 1F1A__ 1� �E 1= - � Ilx� €���1 � �1=1 �� 1= �_ 1 �� :: 1= im E 116 re pd4 � _ • ■E9 E! s ■ ss= Eu LI ■ ems= - ■ ■ssss 9 ■ :_ ■ i f Elio If "11'r s��■Ise ■s�s�■s■ s�l�l�s� ■s �■ii��■I�s■ 1�■■ ■ 1�: � �II�+°'�.s�� !��� ■ s� - �- s■����i ���1==E EE��s��l� �.�-- ■■sr�■ FBI 1=1 INS! 1111 ���"" _ � � �a� sss�s■�s�M�s: E sss ■sg_�■ s■■■■■s�■■ ■ ..� Isss■s�i�■■ s�s�■■■■■■■��������� - �_ 1� 1� _ �_ ��I�s■>■ ■■ .� 1�■ s�lssst a MINE K4 lug lea BRUNEI HEi EE EE E EEE E EE E nsM=RNMs s N� l" I =MOEN s1 ■E INNEmil ■E ■ i E EE EE '� . s =E0 NNE IN E EEE E' E E EEEEEEEE 4 -M MEEEEEEEE EEEEEEMMIRIIIIIm EEEE EE ■s �s sg ■ss sE■s;i : ■ s ssssllssss ■ Issa mmmomsi=al=��s�■E ■ I�s�s■ COE Iss� sus=s■s�■ ss�ss=s�sssslsss=�s��sss� 1�1=1=�� 1=�ss=�1=�1�����1=���1��������i^�1� �s� no n � � IN rEm IN EE■■ 1 ::_ ■ ■sly E --- ■ �°== s■■s■�� ■ _■ ■m I■ s� ■�E■■■1■ � W E E omali� Ron ■�E■■��■ =a no ci■■■■■mm ■■= ■ ■� �■■■�=■■ ■ ■■ all E EEEEEE � 101 IN I Lrx 1 -• IC _ :• 1 EPA KOM 1 A ./1 O• Y-< -I O • I •. • 1 1 •1 . 1 0 1: 0 [7 rAy.��rAy.'',,rr iQ O o , - ('� I / I � of I,' I,) •I• � '11 , ___ JY1 'N .a- .31 :/ / / .a• ..a, ,.. ��1 • r r r p � �� L ' / .• ___ / . . it 1• • • ] , •1 ,1 )�Y� � . e :• •• I_1�.�_�_� • r • r I r 1'r• • 1 11 11 • I h 1 11 • '1 ! h 3 • - - :: -- - - - - - - • - - - " _ OIL 110. _ _ _ - A- - - ERE -1 _ l - - . _ _ eETN x zs, x - _. ..._ . - - - - cOL --2 Z 024 Z5 201, = - .. -_ .._ .. .. 1. 1 0.116 1 + _ - - _-a JR I ID Am _ :.-::_ - :.__.fir _-ice _- - - -13 =1N82 18 0:11 00 0 _._: ....::.. :- -_-=_ -.. ._'-'-_-._ .._ "...- --- - +m _ - :. :. _: _ -.- ^) 1`-.•- -x- 1, -` - - - -- - - -- - - d. I DO ._ .-. _ __ ._ - - : _. .. ... __ _ - - w - - -- - -- - - - P P05 D N ._ .. _. ._ .. _ __. - tc - - - - - -- - -- - - , - IF 8 -_ - • Al - - 6154 - - - - - - - - .. .. ram..__._ .. .....� ........... .. _.: .-..._ .L.._. - __._.._j .:._....: __.:i... ..__.,. _.. ...:. :.. ... .._71 - - - w � f^ 7 Al E .. E A.ma.-S g 11 12 13 14 15 16 PROFILE SCALES 1 2 3 4 5 6 DATA TABLE HORIZ.: 1"- 40' 2S2 m BEARING/DELTA RADIUS LENGTH TANGENT F I( + 111 VERT.: 1"- 4" .3253 25i 9oTXY00" 25.00' 39.27' 25.00' o w S 89'41'45"E 44.74' N m 112 113 1ryx,�Z6�1 115 f�/NORf C/L,INT 2S4 250 N 13'08'08• 1082.00• 248.06' 124.5T •\ C � 16+67.71 LSINORE HI S R 2, X Sy 0 N 76'33'38"W 53.85' _ 114 TYF.16 R 1+00.00 SEAFlo CF- W C 1 A °'^ S S / RQ�D 1023'19• 107.00' 19.40' 9.73' V) 5 U 45. 116 OH p/ fF SyF i .l// SEC SHf 5+86.DS PRC Y m 249 S 6610'19•E 40.91' _ i 12 I '1/�IQ T '• 6 Qj�l n /? 255 4 i 9T57'29• 53.00' 90.67' 60.92' `� L M 4 ':� i - _^.,,,•,--..._ 1 i:`:. ^_ -e `& 117 grcy��Nf : ll/' �h R `w W 248 Qs S 15*52'12•W 40.91• B N 2 '• F `F ,: /// 6 ,* �51S U �' 1 12 ST LT Q 1073'19" 107.00' 19.40' 9.73' '~`ff �--es:rt- - 2 4 4 191 // m `t•yP 12 1� U 63'35'02• 61.05' 73.08' 47.63' `f 0.5 � C 4 K 7 ' U S i /� A 5 ^ ST LT a 247 45.2442• 3DO.00' 237.78' 125.53' 11 CL INT STORM DRAIN LINE C 0 Z JJ A-' re.w' 14124'03' 35.00' 86.38' 99.95' Wes' 10+00.00 C IMSON PILLAR LNG _ E ° 7 Si SEE SHEET 21 0, P + / .g �? 17 22+05.48 E INRE RD ° f •° '~� �s X N 76 .M. W 41.76' I I 7 201 � 199 1s TYP. U h t2 `a~-o R 2 { 192 " /// 7 +i ° _- ' e r �, 2 Z III � �W ^ / '�. y � . 246 90'00'00' 35.00' S4.98' 35.00' / 514'01" 884.00' 00.75' ,��. r A _wL 4+84.82 CRIMSON PI LNG /N /� 2 4 V -' A d II 197 yF 7 ty+e. +72.37 RIMSON LN ORf i R ® e6T)2'16' 35.00' S2.S6' 32.86' . z 196 19S 193 y�� `w 241 R/w �so-4t_ - 245 ��i ® 16'45'32• 282.00' 82.48' 41.54' w C u ++ 76'S6'05• 25.00' 33.57' 19.86' ' CRIMSON PILLAR LANE 194 �-+o m �- 1s TYP, DATA TABLE 3OB'1s• B66.00 47.44 23.73' b SFf sti e�• 242 a 243 'LI BEARING/DELTA RADIUS LENGTH TANGENT 90'00'00• 53.00' 83.25' 53.00' g f� Z S 89'41'45'E B9.74' N 76107'11•W 41.76' CONSTRUCTION NOTES .12 QB 13ro6'or 1100.00' 252.18' 126.64' 14124'03• 53.00' 130.80' 151.35' E SEAFOAM CIRCLE © S 7633'38•E 102.99' 4525'32' 318.00' 252.12' 133.11' o CONSTRUCT TYPICALASECT ON ON SHEET 2 v(�ESIN RECSTAN STANDARD DWG.NT ACCESS RAMP O. 1C01TY OF LAKE QD N 76'33'38'W 39.90' II 86'02'16' 35.00' 52.56' 32.66' o 8 RCONSTRUCT IVERSIDE 6"TYPETY STANDARD-6*CURB PER NO. 200. v INSTALL TREE STANDARDESIGNS NDWGE N0. Y OF E N 2615'32•E 39.90' 224'39' 282.00' 11.87' 5.93' F N 2615'32•E 49.14' 14649'24' 25.00' 64.06' 83.92- s COUNTY CONSTRUSTANDARD O.CT SIDEWALK 401,4ERTMICKNESS• RIVERSIDE CWNTYLSTANDARD EN PLAN NO.LIGHT tE000 G 90T)0'00" 25.00' 39.27' 25.00' N 76T)7.11'W 9.11' 0 o--CONSTRUCT CROSS GUTTER PER RIVERSIDE H S 89'41'45'E 44.74• ® 89'30'20• 25.00• 39.05' 24.79' .-� 77 CONSTRUCT 6'TYPE'D'CURB PER 0 20 40 80 120 160 �E COUNTY STANDARD NO'S. 209 B 209A. RIVERSIDE COUNTY STANDARD NO.204 QI 13'08'08' 1118.00' 256.31' 128.72' © 021'14• 902.00' 5.57' 2.79' '. 8 QJ N 7633'38'W 102.99' ® 121'36'ST- 25.00' 53.06' 44.75' I f SCALE: 1'.40' K 7710'50' 32.00 43.11' 25.54' S 6918'26'E 65.17' F/ MGA4 REVISIONS: PREPARED BY: PREPARED BY G�11 OF LAE RT USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER & ASSOCIATES pFESS, IRVINE, INC 1 Bm MONUMENT STAMPED D 307 1935, IS 38 FT WEST 44 of slTr �� 4 P L UDDLESTON,JR.R.C.E.5e020 EXP.8/30, DA1E INLAND EMPIRE REGION 5 OF CENTERLINE R POLE HIGHWAY 74,33 FT ,�W°4 .^c 2t100 AOAMS STREET SUITE A-15 �' � DIAL Two woRKlwa SOUTH OF POWER POLE 19319 CWT. �3' mvERaoE cA tzsoa ItKre)3s2-T2oD BEFORE DAYS BEFORE e a No.58G2o SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH RAWIW0�Ng1 '/SURYEYWf'/G01QW�'NT RF1A11p15 CRIMSON PILLAR LN & SEAFOAM CIRCLE YW DIG 1Y7U DiG " 47'0/ol THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/R 10+00.00 TO END 1+00.00 TO END SHEETS io HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR. 0A1T :FN TOLL FREE t-eoo-227-2aoD J+ yl CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"�40' PREPARED F01� CENTEX HOMES A PUBDC SERVICE er DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH "eA�tI 2280 WARDLOW CIRCLE,SUITE 150 W.o. FOR: F.0. FORE NO. o UNDERGROUND SEANCE ALERT ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH ENGINEERKEN A.3EUMALO CITY f DATE: AUG. 2003 CORONA, CZ�92 2896 0919-25478 CENTEX HOMES zij m ii ME MEMOmin ■■ ■ ■ ■ � ■ ■ ON E ■ ■■■ M 19 M �■ ■■■■ son ■ ■ IMIMMUMEMMOMMEMEM M■■■ M■ IN MI ■ ■ m SUNNI 11!1 s ENO Hamm moo M wigs , _ .01iai r. memo lip1 `I 19Ir'¢ CG7 ��..M 1.L��./.:t1 � MIR! 11110 ■ ■ ME Erma _ ; .. _ �e �� _ _ -: - - awn MEE MEMMME IN ME■■ ■■ 1111 � � �� ■ I■■■■■■ ■ice 11..� ■ �■■ ■■ �® ■■ ■■■ ■ll ■■s®�.■■�■■■■■■■■■■ ai�;KIM �.__ '_ _� ■� � .. ■�■■ ■■■■ .. ■ ■■■■ ■ ®®:� _ YYY�■■■■■ ■■■■■■■W■ R5 ■ ■ me® «•0. q LY• « . MEE al ■■■■■■■■� a .: • - - : ■I ■€ ■: •■ ■■■■■■ ■ ■ ■■■ ■E ; 1 ■■■■M■■■MEMO■■ ■■■■■�■■■■■�■■■■ ■■■■■■■■■■■■99 Room 0 WE w WE El 0 ■ ■ Me NEW 9 U I ME-@a Mt a it F11i lime - M oil:: ■ - ■ - ■■■■■ ■ ■ " ■ ■ ■ ■■■ IMMUN ■ MEN■■ l;: ■ ■ ■■E■■■■i _ ■N ■ggg■■■■@ ■ ■ ■� ■ ■ _ _ ■■■ m�7- _ - ■■■ ■■■N fil ■■■ El .. 19 Moo ■ � loom Y�� ����� ■■�i .'. • .. ;..{ .. go M� �91sIs _ ., .. • . �: ■■■ ■ � ■� ��..__ -_ «6�YY=��� s �------VON 0Rog ORMS■ rY � ��r+: : ■■■ ■■ ■ ■ MEMO ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■�■■■ ■■■■■■■ ■ ■■■■ ■■■■■■ ■■�■■■■■■■■■■■■■■■■■ale■■■■gft� ■ ■■■■■■■■_■■■_■Ell _■■■■■■■ ■■■■■M ME ME I ■ _ ■ ■ N _ �C� _ � IMMEMEE �=figENEM M =BE _M= ME Ell E ■ ��■ ■ ■ � � ■■ ■ EVE.IN NEI MM _ = -= —MEMO 9 9 _- - ■�� ■ ■■���� �_ �� _ _ ���� _� �� EMI MEN MINE I � � �ROME Man a�MME � ■ ■ ■ MEE e __ _ MENEM on � BENUEEEC1110110MMIRE �_ _=_NBC = � [ol �E • Cole_ � Y 1 �� , O p O p0 �-. ® O O e'��rw�►irin►v�r.�raim�oia►�n� �'� �.,,, � • '• ® © �r� [7®� h �• 1• 1 -- (p r INES I _ Y 111 m 1 11 11• I , ■ ■ , O •11111 � 11 O • • /' 1 •1 1 • I I 1 — 1 I • :1 • .I 1'•1 . I 11111 11 „ © I 1 1 :1 1 .. •1 11 11 �� 11 1 • 1 1 1' M / ':1 '• 1 1/ . ® 11 - - - - Ad F RB _ - - _ - -- - - - + 9 ---44 i - -- r - _ +rn - _....... - _- -'- ..:. _ ...... __,P t 2 04 O.16 00 - 5 P `-': - - - - - - - - - - - - - - - -- - - yG •• _ - - -- m .-... ... _..: - - ME - all rn 1.2 37 RE ul LINE. ZMA - _ mm . - _. .. _._,_ _....._ .-. -- ._ - - .. 1:. 14 15 18 17 17 PROFILE SCALES t8 19 20 2. 21 - 22 - - II T * l HORIZ.: 1'= 40' CONSTRUCTION NOTES _ D ECR CONSTRUCT A.C.OVER A.B.CL II 170 171 rc1 PER TYPICAL SECTION ON SHEET 2 172 182 2a--CONSTRUCT 6'TYPE'A-6'CURB PER 5 _ 8 173 181 Z RIVERSIDE COUNTY STANDARD NO. 200. �4W! 13 oT 174 �6 ?Ox O3 --CONSTRUCT 8'TYPE'A-8'CURB PER 180 �� RIVERSIDE COUNTY STANDARD N0.201. �y H �Y -"""^�•y..� 2 : : '4 SIITJsI 179Sr1r,�'� Z� a—CONSTRUCT SIDEWALK PER RIVERSIDE y 6 -�.�_,� I4 , A E 175 178 � � - -: 2 - ;.pt� COUNTY STANDARD N0. 401,4'THICKNESS. .. --- 2 -o 4 - 177 _ E �"""-- RnY CONSTRUCT CROSS GUTTER PER RIVERSIDE �>` - 12 "'- -�•-.- 15 w 16 TYF, 1 COUNTY STANDARD NO's. 209&209A. 178 -ate - ,.;,• 5 8a--CONSTRUCT ACCESS RAMP PER CITY OF LAKE 76 12 - - _ -_ _ ... "- 12 vk I ihK � C M ELSINORE STANDARD DWG.N0.101 $;W LT,BCR 168 167 R/W ss.ant o _ --... -_� � 7 ....--- _F�.... — _+_.�.w.--^--•-"""-14 " II'I� r•, ,'ll�s:, rl LA E INSTALL LSINORE STANDARD DWG.NO.201 7 STREET •-.:.._._�_ 18 19 - '�� _ _--- —�'B 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER CL INT V,xW9'C n•0p -_ `""` --+-"w`""- ---+12 - "'T _ RIVERSIDE COUNTY STANDARD PLAN NO.1000 46+12.21 ROSETTA CANYON DRIVE- ,Z�� 168 >9.�1 -- <'`-'--- ___�-_ __ oO 157 ♦0 16 ON 6'DRIVEWAY APPROACH PER RIVERSIDE Oj �l COUNTY STANDARD DWG.NO.207. A 12+19.37 SUNSPRITE STREET- 165 a1u �_.- - - y,25 1S6 0 � Z 164 `s" n.x - __ T _ - 2'2A 1 S9 % DATA TABLE 4 c 163 �55 1s Tw, g�W A BANG/OELTA RADIUS LENGTH TANN 162 160 N 19'31'2 E 44.21' o B 18'46'59' 700.00' 229.48' 11578' z wl© N 0'44'28'E 335.21' Q 92'32'08' 35.00' 56.53' 36,58' ofE S 19'31'27'W 389.71' �8 Q 18'46'59' 680.00' 222.92' 112.47' © S 0'44'28'IN 335.21' 9' 0 8727'52' 35.00' 53.43' 33.48' �� SUNSPRITE STREET S 19'31'27'w 236.03' J 18'46'59' 720.00' 236.03' 119.09' C 20 40 80 120 160 K S 0'"'28*W 1 289.62' P« DG 7T`G SCALE: 1' 40' .� I VIS DNS: - PREPARED BY: o CRY OF LNM` I / g E- RT USC AND GS BENCH MARK DISK IN CONCRETE BY: HUNSAKER A ASSOCIATES g �g MONUMENT STAMPED D 307 1935.IS 38 FT WEST 9FESSly� 1 s IRVINE, INC -Y 9 N DIAL TMo WORKING OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT «�o+wwaf„k c PAUL R DDLESTON.JR.R.C.E.58020 EXP.6/30/06 D TE �' {"��'` INLAND EMPIRE REGION B"B m I ' _ 'qss 2900 ADAMS STREET,SUITE A-15 OF BEFORE DAYS BEFORE SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 82504 (909)352-7200 7FJ=In 1847A /�� YOU DIG YOU ' �'SB020 } SE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLANNINGANGINE0MNG/SURVETING/GOVERNMENT RELATIONS SUNSPRITE STREET ii �R HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. % w.W/�9A>• _`" TOl1 FREE 1-BOD-227-T100 ' ' M� DESCRIPTION BY APPR. DALE �, THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS A PUBLIC BERVICE BY +ri, cn„ �+' CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'-40' PREPARED FOEC CENTER HOMES FROM STA. 12+19.37 TO END " - DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH 9r a FOR:UNDERGROUND SERNUE MERT ELEV. 1425.76 NAVD 88 a ---. 2280 WARDLOW CIRCLE, SUITE iS0 W'0' F.R FILE N0. m I N� GW CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH SEUMA Tr ��/Q�1- DATE: AUG. 2003 COR 2792�2896 0919-25475 CENTEX HOMES zl - : - - - - ..... AA- ff __ ► - 3 O 12 29 �- -- - - - - - 591 - _ - 4f � .91 an _ o N - - s�oa _ R � PO - - .n N -.__ _ .. _. .._..-_. -. ..._ N -21-11 xt6 fit O G.OtIN - } �I -: - - - A-= 15 a A: _ _. _.. .. .. - S h -.._ ......- __ - ... .. sg RB F�9.iS UfIfAGE 0 Hf S -. _ _.... _ 1 - - - -' _ - - - - _ - - - - - - - - - - o za T -� -- - - - - - - t r� Ur�>z - - - _ _ -- - _ - - - - - _ - - g 0 ERS; -- _ - _ - - - Ev - - - - 8 9 10 10 11 PROFlLE SCALES 12 13 HORIZ.: 1'= 40' VERT.: 1'- 4- DATA TABLE BEARING/DELTA RADWS LENGTH TANMT \ A S 8917'13'E 145.31' I \ N 8917'13'W 102.31' /f C N 891T13'W 102.31' CRIMSON PILLAR LANE cL 1"T 90100100• 25.00' 39.27' 25.00' 22+18.43 CRIMSON PILLAR LANE SEE SHEET 6 10+OO.00 BURNET ST. u 16 TYP. BO'00'00' 25.00' 39.27' 25.00' 12+90.21 90*00'00* 25.00' 39.27' 25.00' TRACT BOUNDARY 22+63.43 Sly 1 3 23+03.3C G 90'00'00' 25.00' 39.27' 25.00' 4 ny S 5T LT,BCR 6 6 7 CR szm� 4 -- 152R/W S 8917'13'E 55.02' 1 u I N 8917'13'W 55.02' _ -`�' J N 0'44'28'E 55.02' io"+ 2 G 9 A . D 1 F 1 a " L 11 2 12 N 1 P 2 ` N 0'44'28'E 45.59' �� P L N 891713'W 146.60' km2< 2 B �i 1 E G M 2 e Wy t,', o ti 7y`..+--`y`v 'u N 8917'13'W 192.18' S *•'L' \\\ 1014'14' 110.00, 19.65, 9.85' [ A 4 t CONSTRUCTION NOTES - tos.3t 7 6 tox. �' -_ 0 N 80'28'34'E 41.04' ! p C 4 RrN 124 21+7.43 S f " 21+73.43 183 Rry 4 182 ,4, 7 O7 --CONSTRUCT A.C.OVER A.B. CL II 110'30'08' 60.00' 115.72' 88.49' 124 ECR 9 ST LT,BCR `fr ° S6 PER TYPICAL SECTION ON SHEET 2 90101'41' 35.00' 55.00' 35.02' c $ $ ^' to--CONSTRUCT 6'TYPE'A-6'CURB PER N 10'S8'42'E 41.04' zl CRIMSON PILLAR K 3 RIVERSIDE COUNTY STANDARD N0. 200. o m SEE SHEET 6 8 6 BURNET STREET N'YATCHLINE K o--CONSTRUCT SIDEWALK PER RIVERSIDE 1014'14' 110.00' 19.65' 9.85' W. COUNTY STANDARD NO. 401,4' THICKNESS. T 90'01'24' 55.00' 86.42' 55.02' U S So--CONSTRUCT CROSS GUTTER PER RIVERSIDE o 13+21.60 BURNET STREET ' '' d COUNTY STANDARD NO'e. 209 k 209A. `71 8 O6 --CONSTRUCT ACCESS RAMP PER CITY OF LAKE N SEE SHEET 9 INSINORE STALL TALL STREET DNAME SIGNARD DWG. S PER CITYOF LAKE ELSINORE STANDARD DWG. NO. 201 CONSTRUCT 12 ER RIVERSIDE COUNTTY STANDARD PLAN NO.ET LIGHT 1000 0 20 40 80 120 160 I \ 16 CONSTRUCT 6'DRIVEWAY APPROACH PER RIVERSIDE COUNTY STANDARD DWG.NO.207. SCALE: 1'.40' BENCHMARK: REMSIONS:P^ IL T _ PREPARED BY: PREPARED BY: CRY LAIC dM�E$ � � G E R USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER R ASSOCIATES $ 0 MONUMENT STAMPED D 307 1935,IS 38 FT WEST �F°f ESS, L IRVINE. INC $ T �M �4 PAUL R.1 DLESTON,Jt.R.C.E.BB020 EXP.5/30/08 DATE ,> --% INLAND EMPIRE REGION ' T ffi4I0 Wry 'AL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ��°�.`WOpk'i�f_ R12900VERSIpE CA 9STRE25D4 19SUITE -15 7200 BEFORE pgy5 SOUTH OF POWER POLE 19319 CWT. .d 'Y o s9oo ADAMS STREET SUITE A-ts % '•�� r ESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLANNING/EN ONEERNC/"VEWNG/G0VVftENT KLA11ONS BURNET STREET 1 �� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STA. 7+50 TO 13+21.60 SHEETS io YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. '� Dp'E =c, Tal F7iFF t-�GO-•717- MARK DESCRIPTION BY APPR. DATE rr / SCALE: 1'-40' PREPARED FDIC$ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED, CENTER HOMES .. A PUBLIC 9ERNCE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a o��tT� 2280 wARDLOW CIRCLE,SUITE 130 W'D' ' FA. FILE N0. G UNDEIMOUND SERVILE N.17T ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: AUG. 2003 CORONA, CA 92880-28N 0919-25470 CENTEX HOMES d 909 279-4000 m G Al _.__. 7. - - - -- --' - _ - _ - - - ... _. _. .._. El - - - - - _ - - - - - - - 0. X G2 Li N C ZQ _ -�..�i -: - : - _ -- - _....._ .._. rn N - - - .__ :a WA-AMA O - $ 1 48r68 6 2 1 - - .. _ - �.W _ - - - - Ff ISH U F - -- - FF :. - .. - -_ K� -- - - -- - - - - _._. - - --. n _ ......._ - .... -. .. _ _ .min _. ... ___. .._ _. ......._. .._ _ ._. .. -- '- - - -_ --- -_ ,._ - _. - - - - _ - - - - . __ P. -. - - _ _ _ _ _ _ _ _ _ _ .. .. .. q _ _ .. __:__ .._ .........._.. ._ .._ -... ..._.... .::. ........ ....... .__._ ... _ _ ...:i: ::- ... ..... _.._::........ - - - - 578.1 ♦ - ... _ PROPOS 4S. O _ .. ....._..... ..._ r�. -_ - - - N - - RI : - - - - - - - - _ - - AMAE - 25 26 27 - 28 29 30 PROFILE SCALES 31 1 2 3 HORIZ.: 1"- in' 8 c CL INT 1YP. 16 25+20.90 CRIMSON PILLAR g ti• DATA TABLE CRIMSON PILLAR LANE 1+00.00 oREcoLD couRr 9 h4,), SEE LEFT ryx h RSA 143 BEARING/DELTA RADIUS LENGTH TANGENT 25+63.90 r m 144 A N 0-42'47•E 130.96* I � C 30+64.27 F�. E 7 ECR 41 -+ «< - N 4 N 0-42'47•E 130.96' TYP. 136 R/W _ ~ 6 • • n W "� 'µ © N O'42'4Y E 27.90' N 16 + iv _ RAD.PT. =W w 2 R N_ -� �. ® 90ro0'00' 25.00- 39.2T 25.00' 133n 4 --� / rS \ m 1 12 S y>, E 90-00'00" �Y z W W 132, a w _ - 63 __ u __._�_ _ 1 25.00' 39.06 25.00' / a n _ 0 12 - �. 6 . V'J T 4 to y���.. Y F N O'42'4Y E 17.06' 12r'� N ) , 2 © 40ro1'27• 318.00' 222.14' 115.82' 13 . i o. 4 ae` 2s" 0 1 N X 2 _ 'e is L 12 N / •.' 4-4 - 45 H 4oro1'2Y 82.00' 196ss' 102.71' RAN' / 12' m N 2 24+771909 R/W 148 c • -; P CRIMSON PILLAR LANE GR.sr LT N �' S 40'44'14•W 181.63' 130 H _ - \ �� SEE 273.74' LEFT g N 147 146 OK N 40'44'14•E CL INT Bo 4 j v 139 30'S.D. 138 ?BxB Rom, 137 �eqy\ // + N m T1P. 16 L S 40'44'14•W 181.63' m` -.-- s 25+20.90 CRIMSON PILLAR LANE= 16 TYp. EASEMENT S1�1� '^ - C 3+24. 1776'01" 107.00' 32.87' 16.56- I 1+00.00 OREGOIO LANE 'L� 140 n s A G) 2 T + RAD.PT. 1T36'01' 107.00' 32.8T 16.56, I z 4 N m� CONSTRUCTION NOTES 0 N 23'OB'13•E 50.00' L Tp C t29 OREGOLD COURT A Q-CONSTRUCT A.C.OVER A.B.CL II © N 52151 ' E 50.24' " 128 141 PER TYPICAL SECTIN N SHEET 2 OR N 89'17'13•W 89.42' z / B E 0& 2 CONSTRUCT 6"TYPE"A-6"CURB PER O 21512'02" 40.00' 150.24' 126.09' A x RIVERSIDE COUNTY STANDARD NO. S S 8997'13'E 224.52' i 7 a-CONSTRUCT SIDEWALK PER RIVERSIDE N 89'17'13"W 89.42• •4 ti� 154 �$ - ?`rx COUNTY STANDARD NO. 401,4" THICKNESS. ati Cis. / 4 TC4 J�� Q`��p CRIMSON PILLAR LANE SO-CONSTRUCT CROSS GUTTER PER RIVERSIDE U 1796'01" 107.00' 32.8T 16.56' o �/ 2 E", G�•� 4'p COUNTY STANDARD No'*. 209 k 209A. 06-46't' 107.00' 32.87' 16.56' ��� 2.., C O O�Q��G`I` O6 --CONSTRUCT ACCESS RAMP PER CITY OF LAKE N 73V6'46"E 5p,00' _ ELSINORE STANDARD DWG.NO.101 S 71'41'12'E INSTALL STREET NAME SIGNS PER CITY OF X 50.00' I 4 SAS?� LAKE ELSINORE STANDARD DWG.N0. 201 Y 215 1202 40.DO' 150.24' 126.09' 6� �x^ ,�xA �• x, 12 CONSTRUCT 95DO LUMEN STREET LIGHT PER 69 A! ��? <�' RIVERSIDE COUNTY STANDARD PLAN NO.1000 0 0 40 80 120 ISO OO 149 Bc$ 16 CONSTRUCT 6"DRIVEWAY APPROACH PER RIVERSIDE i� COUNTY STANDARD DWG.NO. 207. SCALE: 1" tREVISIONS., - PREPARED BY MG '- ERT ��BY.' HUNSAKER � ASSOCIATES CRY�LAIa t�101! • g USC AND GS BENCH MARK DISK IN CONCRETE ;yy//�// MONUMENT STAMPED D 307 1935, IS 38 FT WEST Y�AtEasrq�, G i�-+�-�- IRVINE INC $ T IM�T P.M 7 PAUL R. DDLESTON,Jt.R.C.E.58D20 EXP.6/30/06 DATE -*' ",. INLAND EMPIRE REGION OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT = �• ," _ OF DIAL Two waRKINc SOUTH OF POWER POLE 19319 CWT. »e'v RIVERSIDE CA e2saTl9 0l)33.sTE i i2oo 1��NIX � BEFORE DAYS BEFORE - �•3�zO }A E PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH PIAIf"/FNCNIEAWc/'SURYENNG�G01FRN1101T REunaNs CRIMSON PILLAR LANE & *Bo STREET29 I� YOU DIG YDU DIG u Eo.vwAs APPROPRIATE CONDITIONS OF DEVELOPMENT AND/DR STA. 24+50 TO END STA. 1+00 TO END SHEETS i� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. �• s QMARK OESCRPTKIN BY APPR. DATE �. SCALE: 1•-40' PREPARED FOR: 25 -600-2Y7-T000 �rf ,Y, �+� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES A PUBLIC 9ERNCE BY DESINED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH �+'cAllf 2280 WARDLOW CIRCLE, SUITE 150 w'0' FOR: F.D.' FILE N0. �+� SERORi ALERT ELEV. 1425.76 NAVD BB CHECKED BY: PAUL HUDDIESTON PROJECT MANAGER: MATTHEW BUSCH Q +•"� DATE: AUG. 2003 CORONA,CA 92880-2896 0919-25478 CENTEX HOMES I E N A. CITY N 1 909 279-4000 zl m� - - -- AA '15AA_. ..._. v ._ _._... _ ._ _. ._ ..._ -.- - ._ _- __. - _ _ - - .. __. _. - i - - Gt IA WSA ox .._ _. .._. _. _... .. __ .. .. ..- ao -- _..._ ._ __ - _ _ - _: .. -. - -- - - - A. _ _ - .. .. .. .. .r.Y - ..:..._ - - __ - - - — - ._ ..- - _.... ..._ - - _....__ - _ .. _ __ .. ::_ .— 0...._ _. :.: ._. - WZ. y- _ - , T _ of 7 _ .:._........._ ... ...__.. .. ......... ..... _.... .. ..._...m:. ... .. .. ._ ... - _ - ... .__- _ - - - - i - P - - - - - - ALI - - '- -__ __ _- - ..._. M. -- - ... - - - --- - - - _ - - - -- 10, AA loo -Z7 J�- 3 . 16 - - 17 18 19 20 21 PROFILE SCALES IZZ 23 24 HORIZ.: 1"= 40' DATA TABLE VERT.: 1. 4' BEARING/bELTA RADIUS LENGTH TANGENT A N 26'15'32'E 133.09, 117 ® 25.32'44" 300.00' 133.76' 68.01' \\ ^x«� 10'S.D. 1 y� D "� mE" ,t1 C SN2895'32-W '133.09, \ 116 r,F Q'1 © 25'32'44' 282.00' 125.73' 63.93' J N 0.42'47-E 394.31' NV - STORM DRAIN LINE'G' n w u N Q '= g 15 SEE SHEET 21 k 22 BURNET STREET O G 90T70'00' 25.00' 39.27 25.00' 119 120 9+57.00 SE SHEE 8 m 9+57.Do 16 TYR o �y0��� \ a to *�' r� 2\ 16 R _ — —— 121 — R/W 122 — 123— ECR 124 125 Eat — 126 RnM 127 + I N 042'4*E 25.00' 1861. .57 25.00' QJ S 26'15'32'W 53.95' 191a 2 E - c H r� CONSTRUCTION NOTES CN \ 9 4 m n F 4 7;, N In( 2532'44' 318.00' 141.78' 72.09' 1tt 2 _ -_ - + ............ 1 -- ? 'T 7 CONSTRUCT A.C.OVER A.B.CL II ,p a„ x C N O'42'47'E 394.31' _--- v� 190 \ 1 1 aq :C i -'- 2 � � -F-= PER TYPICAL SECTION ON SHEET 2 2 4 � N L L 4 C N 0 1 2 4- � � -Vff/1 O—CONSTRUCT 6'TYPE"A-6'CURB PER ® 90TX)'00' 25.00' 39.27 25.00' WW RIVERSIDE COUNTY STANDARD N0.200. QN 90TX1'00' 25.00' 39.2Y 25.00' A x 18 axe O "> n Z W 40--CONSTRUCT SIDEWALK PER RIVERSIDE 0 N 0'42'47'E /8657' a 189 TYP Rn4 ° — Dt� '� —�' a W.:;,- —n 2y COUNTY STANDARD NO,401. 4"THICKNESS. 16 T1P 10+43.00 M ° 10+43.00 LOT V U OS --CONSTRUCT CROSS GUTTER PER RIVERSIDE Do 150 COUNTY STANDARD NO's. 209&209A. 188 a 187 186 184 RNET STREET : BCROU INT 149 n`^ P�^ SEE SHEET 8 e 22+18.43 CRIMSON PILLAR UNE� U- CONSTRUCT ACCESS RAMP PER CITY OF LAKE o + + + ELSINORE STANDARD DWG.NO.101 z m N w 10+00.00 BURNET STREET 7�INSTALL STREET NAME SIGNS PER CITY OF Z N LAKE ELSINORE STANDARD DWG.NO. 201 - CRIMSON PILLAR LANE 10 CONSTRUCT LOCAL DEPRESSION PER R.C.T.D. _ - -- STANDARD NO.311 (CASE PER DETAIL ON SHEET 2) - -- / 0 �, 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER g RIVERSIDE COUNTY STANDARD PLAN NO. 1000 kN 15 CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN NO.309 g' 16 CONSTRUCT 6'DRIVEWAY APPROACH PER RIVERSIDE N4Ei 0 20 40 BO 120 160 COUNTY STANDARD DWG.207. SCALE: 1'�40' MGA - ERTREVISIONS: - PREPARED BYE B>~ HUNSAKER a ASSOCIATES an wa�� €8 USC AND GS BENCH MARK DISK IN CONCRETE "' :� B oFEss, 4 t s IRVINE, INC 6 MONUMENT STAMPED D 307 1935, IS 38 FT WEST Qs F1v _ Simi 2mwvBjw �� --ti IE OF CENTERLINE CALIFORNIA HIGHWAY 74.33 FT - Ao f 4s PAUL R ooLESTON,JR.R.C.E.aeozo EXP.8/3o/oa DATE INLAND EMPIRE REGION W H .e �, 2900 ADAMS STREET SUITE A-15 1��in 2"m OF �G DIAL TWO NaRKxle SOUTH OF POWER POLE 19319 CWT. �' RIVER90E CA 92504 IN19)352-7200 BEFORE DAYS eEFaRE ff No.seo2a }A PLANNING/ENGNEERNG/SURVEYING/GOVERNMENT RELARONS YOU DIG YOU DID = �,tImpE : PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CRIMSON PILLAR LANE 29 - io HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. "' THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION fir APPR. DATE FROM STA. 15+12.73 TO STA. 24+50.00 =Q TOLL FREE I-lOD-227-2/O0 �? �+� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-40' PREPARED FOk CENTEX HOMES I III1��1I1 A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH .cAL" ��/j �'_-./, / 2280 WARDLOW CIRCLE, SUITE 150 W'O' Fes° F.B. FILE NO. UNDERGRouND SERVCE AUFT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH r-�"'�® ��'s`tl+ DATE: AUG. 2003 CORONA,CA 92880-2898 0919-25478 CENTEX HOMES N A.^'LIMA TY N ER R 1 909 279-4000 zl m I ._ ..._ ........ ..._ __ -_.'- _. _. _ - - ___ __. ._ .. HE .. - ....-..._ ..._ ....._ ._...... ........ _ ....... .. .....-..... .. _ ._._._ ... ..... .*:' ._ ....- .�: - _ ..._. ._ _ pp Am 14 74 v ' _ - i - - .. - m v "---AAA A - .. - ... .. ._ -..._ ::_ .. ... - - - - 14 I - - 39 40 4�1�yp�_QR_ 42 43 w 44 45 PROFILE SCALES 46 47 48 49 50 + I OREJ R m o, 198 197 ; 196 m 195 194 HORIZ.: 1 40' +"ELSINORE HILLS RD. N M 199 VERT.: 1-- 4' 2W 67.65'0 60.23' � x.a6' CONSTRUCTION NOTES SEE SHEET 12 m 2 '° N Ot --CONSTRUCT A.C.OVER A.B.CL II zo+3o.zs i�11 ------ LOT "N PER CAL 202 ecR i _ c I, -- -R� ---- ----- 1 +93�� �$/� J 3�-CONSTRUIC BSETCYTIPON"p NBSHEE CURB i /1 W --- - _ --- --- _ ,! -_,. -..,.. _ 0 �� RIVERSIDE COUNTY STANDARD NO 201 7 1� S /1/ �' SU'r •. G /fI '• 3 4 w K ra cy -- '��• B $HE 9'' o v''i 40--CONSTRUCT SIDEWALKPER RIVERSIDE OUN_ ` - -_^_ _ " 0 1 E G 3 ~o 6 2+BECK 189 �CWNTYUSTANDARD 0Tn 209E&209ASp55 F 4 7p 14 h - _ _ __ -_ M ��. _1 R/W CONSTRUCT ACCESS RAMP PER CITY OF LAKE �` C .� '�_�/�+ �~ AQs _ _ _. _ _. t - -- ..-� w N a�d'�c a N `a o, _ 'i ELSINORE STANDARD DWG.N0. 101 39 _ ._.__........ _. F - r - _ - _ -^ _ - - - , A� 5 M ' n /� 7Q-INSTALL STREET NAME SIGNS PER CITY OF -�" A ✓ -_" �'`� 4 u 14� q. 3... y .v V t 4� _ / ��� / LAKE ELSINORE STANDARD DWG.NO. 201 pp r� •,,,� v �,,%�� �,°° ,. T _ a -c q INSTALL BARRICADE PER RIVERSIDE COUNTY �� M-�.3+�="" r� � �j �° J-- --- .. .. ... - - , • :. -. -: -- - ---- ------ 3~ ,... _ c�.�' 10 � STANDARD PLANS N0. 810 v _. --------- -- �-- A _.., �' BARRICADE PER R.C.T.D. 0T 0" l' Y X 4, .' f. 47 �`O 10 STAv ARDTNO.3 (CASE P LOCAL ER DETAIL ON SHEET 2) g �11I 12 5 eaa6 '� m311 5.25 R� -.. i5 p4 11 CONSTRUCT S'TYPE'D"CURB PER A W - ? �+' 252 o g 251 n a _ Y ��'" _�`�-x,�.- F,- -,-• a 6°t' "'t RIVERSIDE COUNTY STANDARD NO.204 n• 38 253 m e n '� 250 ~ Z �' 12 CONSTRUCT 9500 LUMEN STREET LIGHT PER a r BCR �N Y w + U+U 249 ,� fi.. a 10 - TRACT BOUNDARY "F a-RIVERSIDE COUNTY STANDARD PLAN NO. 1000 0 8+83. D•� �`+ r mM STORM DRAIN LINE'E" 228 + V q INORE HILLS + wa r ~ 6 14 CONSTRUCT 22000 LUMEN STREET LIGHT PER F' ECR ^J E�SEE SHEET 2 p ROSETTA CANYON DRIVE SEE SHEET 25 r`�W ECR r 1_ - �m RIVERSIDE COUNTY STANDARD PLAN NO. 1001 Sc ~" " °'DATA TABLE DATA TABLE DATA TABLE I e tV Z .I DATA TABLE ?pgm�S o BEARING hS RADIUS LENGTH TANGENT SEARNG TA RADIUS LENGTH TANGQIT SENMM TA RADIUS LOOM TANGENT m $UN$P/j�T 11+10.89 11t.M• _ =C H� w ' BEARi1G/bELTA RADIUS LENGTH T Q 618'08' 1037.00' 114.07' 57.09' �U 618'08' 963.00' 105.93' 53.02' ® S 85'31'06"E 100.23' ^ $EE $HE E $T" . BCR # l E QA S 85'31'06"E 258.41' QK N 79'12'58"W 150.87' QV N 7912'58"W 150.87' ® S 85'31'06'E 100.23' + 14 .o CL INT �� QB 618'08" 10DO.00' 11o.00' 55.05' © 1116'33" 1037.00' 204.013' 102.37' Q 11'16'33" 963.001 189.52' 95.07' ® -...6'IB'OB' 995.00' 109.45' 54.70V ~ m 46+12.21 ROSETT CANYON O C ' ' ' 9S 6756'25"E 39.67' QX S 6756'25'E 44.89' ® 61 54.67 8,08" 993.00' 109.23' ' 11+19.37 SUNSPRITE ST N 791256 W 150.87 R g � 12+ . 7 SUNSPRIIE STREET 6'Y QD 1116'33" 1000.00' 196.50' 98.72' Q 92'32'08' 35.00' 56.53' 36.58' QY 90T71'24" 35.00' 54.99' 35.01' ® N 7912'58"W 40.57' DATA TABLE h Q S 67'S6'25'E 295.12' QO 87'27'52' 35.00' 53.43' 33.48' QZ 89'58'36' 35.00' 54.96' 34.99' ® 18'00'OB" 100.00' 31.42' 15.84' BEARIIG/DELTA RADIUS LENGTH TANCL9TT �s Q S g QH 85311 51.32' © S 67'56'25"E 119.56' ® S 6756'25"E 118.46' ® N 79'12'58"W 82.24' ® 1116'33" 1007.00' 198.18' 99.41 9" 53' S 85'31'O6"E 44.73' ®5.00' . ' 54 . 1105'29' 1005.00' 194.55' 97.58' ~W 14 0 0 40 80 120 160 3 S 85'49'21 35.00' 4' ' ' - - . " ' " ' ' 5 S 85'31'06'E 1 1 96.79' J Q 11 '00o0' 35.00' 54.98' 35.00' ® 180100'00' 1.D0' 3.14' 10 1 1959'58' 1 1Doi 1 34,91' 17.63' ® S 6756'25"E 55.96' SCALE: 1" 40' I \ S 85'31'O6"E 79.68' ® 18O*D0i 1.00' 3.14' N 7912'58"W 45.38' 180,00'00' 1.00' 3.14' x Ev sloNs: 3LAL-LNUINEER PREPARED 9Y PREPARED BY HUNSAKER h ASSOCIATES aff OF`AM n� ` E USC AND GS BENCH MARK DISK IN CONCRETE ,��j B ,1ESE, d��"F IRVINE, INCE R T. j MONUMENT STAMPED D 307 1935, IS 38 FT WEST - q'44 `A'4 PAUL UDDLESTON,JR.R.C.E 58020 EXP.6/30/06 DATE INLAND EMPIRE REGION $1 T r PLAN x OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT Aa�~ f 290o ADANS STREET SUITE A-15 � C' DIAL TING woxNING SOUTH OF POWER POLE 19319 CWT. RIVERSDE CA 92504 (909)352-7200 BEFORE DAYS BEFORE t NO.56020 * PLANNINGANGINEERING/SURIETWG/GOYFRNNENT RELATIONS u YOU DIG YOU DIG a oa.E/�Sa PLANS HAVE BEEN RENEWED FOR COMPLIANCE WIl'N ROSETTA CANYON DRIVE 29 HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. NARK DESCRIPTION BY APPR. DATE �, APPROPRIATE COND11IONS OF DEVELOPMENT AND/OR SHEETS =q TGU.F11EE 1-8Do-227-2600 +r I,,A CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'-40' Pn�PAnm CENTEX HOMES FROM STA. 39+00.00 TO STA. END I@@pps25 A Pi SERHCE 9Y DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH f�CA�1f�'�2280 WARDLOW gRCLE,SUITE 750 W'°' FOR: E•Y• FILE Na z� IUNDERGROUND SERMCE ALERT ELEV.1425.76 NAVD BB CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DAIS: A'UG. 2003 CORON90A9, 27924BB0�2896 0819-25478 CENTEX HOMESmil I -----. _. - _. - - - - - - - - - - - - - - - - - - - - I - -. 51r13 F.. .. _ _ ..:_- --. .._ ...... .:. ... ...: .... .... ._ ..._.._..-.. ... ......... .... ... i. - - - - - - - - - - - - - ..._ - - - - - - - - Nej 71 • nEEE - - - Eat ul co - - r1 .. :...' n- _ _: .. ... ...._ �. -:_:_ ___ _ _ _ _ _ __ _ _ _ _ IRC 4a _._ _ __. _. ... _. ._ _ _ _ __ ._ _ ..-. ( It -Al - - - - - - 44 TAR - - _ zz - 28 29 DATA TABLE 30 31 DATA TABLE32 - 33 DATA TABLE 34 35 PROFlLE SCALES 36 37 38 N� I BENRNG/bELTA RADIUS LENGTH TANGENT BEARWG/bELTA RADIUS UENGIH TANGENT BEARpf/0ELTA RADIUS LENGTH TANGENT HORIZ.: 1'- 40' QA S 33-06-47-E 11.32' K 16'47'48' 200.00' 58.63' 29.53' QU 21'54'05' 100.00' 38.22' 19.35' QB S 33'06-47-E 10.78' © 160r05'40' 2.00' 5.59' 11.40' QV 1751'59' 100.00' 31.18' 15.72' VERT.: 1'- 4' h © S 33'06'47'E 11.85' QM 8871'11' 35.00' 53.87' 33.91' © S 85'31'06'E 78.40' 203 QD S 33*06'47'E 11.22' pN 180'00'00' 1.00' 3.14' O S W31-06•E 78.40' �e A CONSTRUCTION NOTES `�• QE S 33-06.47'E 11.42' p0 24'31'22' 1087.00' 465.24' 236.24' QY S 85'31'06'E 78.40' /tom, /, u y 1 CONSTRUCT A.C. OVER A.B. CL II 00 V QF 52'24'19' 1050.00' B6o.J8' S18.72' © 15'29'05' f057.o0' 2&S.6s' 143.71' QZ 86'40'00' 35.00' S2r94' 3J.02' 204 PER TYPICAL SECTION ON SHEET 2 O' © 2228'01' 1007.00' 426.2C 215.89' QO 13136'33' 1055.00' 250.59' 125.09' ® S 5wo,V06'E 78.40' w / tP�y� 3 CONSTRUCT 8'TYPE'A-8'CURB PER h h / .Y RIVERSIDE COUNTY STANDARD NO. 201. S2'24'19' 101 J.00' 928.5J' 4118.51' ® 21'S4'28' 100.00' 38.24' 19.35' ® 539'14' 1045.00' 109.20' S4.BS' �• 2D5 * y,.Md / 3 14824 4f1 tt+y C \ QI 22'S9$1' 1057.00' {24.18' 214.97' 05 18'09'40' 100,00' 31.70' 15.98' S QS'31'OB'E 78.40' y W `�S' / �''/ Y-�y.� 4�-CONSTRUCT SIDEWALK PER RIVERSIDE E q • \ J 19'52'59' 1043.00, 361.95' 182.81 T 7'49'37' 1043.00' 142.48' 71.35' COUNTY STANDARD NO. 401,4-THICKNESS. \ u -CONSTRUCT ACCESS RAMP PER CITY OF LAKE h� 71 \ R/Iy ,,207 NN � �+ / ,=' '� � t- - COS X ELSINORE STANDARD DWG.N0. 101 4v h } \ CL INT I V �, �e1•'+Y / CT ,�48�1 �'�' r ?. �p 7�--INSTALL STREET NAME SICNS PER CITY OF 32+22.60 ROSETTA CANYON DRIVE / s o- ,i�"%' x -' LAKE ELSINORE STANDARD DWG.NO. 201 shCONSTRUCT 8*TYPE"D'CURB PER 0 ' +50.84 ROYAL SUNSET ROAD �� 2 �+ - 74 '�' �''� '� .0 " V +110 7- 1 ./xltiv 209 / 3 .. .C q8 SZ } 1 i o 1 = �� ��. ,-// O RIVERSIDE COUNTY STANDARD N0. 204 - O 11 < < `��,,�•,,�� '„j' CONSTRUCT DOUBLE MAST ARM 9500 LUMEN �• $ T6 �' _ (O r ~(~ ' a g \ / m.tt' _ + U S ,,- Jr / STREET LIGHT. ` o 256 14 CONSTRUCT 22000 LUMEN STREET LIGHT PER I a \ J 3 J G1 ?' �� _. 4eJ J �� RIVERSIDE COUNTY STANDARD PLAN N0.1001 I - 6'DRIVEWAY SIDE Z „ 0 � 4 � -�y �r 16 CONSTRUCT DR VT"W Y APPROACH PER RIVER � I � a \ ) x 3 \ -\ y^'v � �.. -�` : 30+55,�LZ w '.. K ;H - 3 T46J}5 Z.. J U Tr •I' COUNTY STD.DWG.NO. 207.(RESIDENTIAL) C E IQ 81 io J STORM DRAIN LINE'C' \ `_ _ Y it tw -.,` N ..;; SEE SHEET 20 80 uu o •-_. _.Y 6 s - 0 256 79 98 b h COT g ECR J N BCR 0 20 40 80 120 160 �s ROYAL SUNSET ROAD ROSETTA CANYON DRIVE + SEE SHEET 14 1'-4p' Mm M o BENCHMARK: REVISIONS: MGA ERTeTessi HUNSAKRV R ASSOCIATES SEAL-ENGWELRPREPARED BY: PREPARED BY aff op I=LNIOIE _. USC AND GS BENCH MARK DISK IN CONCRETE IRVINE, INC MONUMENT STAMPED D 307 1935,IS 39 FT WEST '° °j+' INLAND EMPIRE REGION $ Tw �M o o ttloq��4 PAUL R. DDLESTON,JR.R.C.E.RC 58020 EXP.8/JO/OB ATE _F e �m 2"78 OF 'gym OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT +`� 4` f 2900 ADAMS STREET,SUITE A-15 W DIAL TWO WORKING SOUTH OF POWER POLE 19319 CWT. RIVERSIDE CA 92504 (909)352-72DO BEFORE DAYS BEFORE - No.88020 }A SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH CMG/ENfJIREItItIG/FKKYFYt!!:/C01flUWENT RELATIONS ROSETTA CANYON DRIVE 29 tpopt FROM STA. 27+50.00 TO STA. 39+00.00 YOU DIG YOU HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. " APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS •�"' MARK DESCIIPTION BY APPR. DATE r SCALE: 1'�4O' PREPARED FOEC i� TOLL FREE ,_��7_2e00 , IVI CITY AND STALE LAWS,AND A PERMIT CAN BE ISSUED. CENTER HOMES SERMCE By DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH �q cA�,1 2280 WARDLOW CIRCLE, SUITE 150 1w, 0' ` F.B. FILE UNDERcn GROUNDPUBLI SERVICE ALERT ELEV. 1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH a' A � DATE: AUG. 2003 CORONA, CA 92880-2898 0919-25478 CENIEX HOMES M 0 CITY ENGINEER RCE 56915 (909 279-4000 K m Afi _._. - - - :_-- - -- ... _ _ - ---- - _ . - _ _ . - - - - - - - - - - RTNA- - _ 7:&l 4-4ti -._27! _4- _ -. _ '- - _ -. _.. .....,. .za• ,.._: _. __..cam .-:: .. _.4- 40-M-1 - - _ nn i ui FFF - - - - -. 0 3 - _ -._ _ _ :- _ _ 7- _ - - a N� C. Q. a - ..-- ---- - - - - - - - _ _ .. .. - .._ __.. __ - .._ .. ._.... ._. .. ._.. 1 7 - _ _.. •. .-.._ _ ., : _. .._ ......_.. .. cos' .... ._ _.- --.. . 1. .._- - _ .._ - ._.. _. .._ - -- _ _. _ _ ...-- �- - - -- ':. . --. _... ."... _.... .-4...N...�. ..._ ._.. ... ._ ... ._ .. .. ..- ..._....._.. .... .. -_ ...._ Y _ _ _ _ _ _ _ si F IS f .. .. _ - � D. T 0 N Aj M b N1: _ cL - - y a 17 18 19 20 21 2IN 23 24 ' \ . ......• CL INT � 26 PROFlL,E SCALES 27 28 �. 21+70.75 ROSETTA CANYON DRIVE- HORIZ.: 1-- 40" 10+00.00 DIANA LANE Z m AN ITl N ^� VERT.' 1'� 4" ��, ,• _, xe" 8 II N t N w N, CONSTRUCTION NOTES ACT BOUNDARY a N + + c3 ? a 7 6 8 q= s NN-W + 3 2 T+�• H W �s MqR o QQ --CONSTRUCT A.C.OVER A.B. CL 11 N O80j,e QUA$ o PER TYPICAL SECTION ON SHEET 2 4 LOT "G R/W 7 1 a H• " SEE SHED 5 $ c�i-~i 16 ACCESS EASEMENT a-CONSTRUCT 8"TYPE"A-8"CURB PER -II - _ _ _ ___ __ RIVERSIDE COUNTY STANDARD NO. 201. I+Zo.•... „�„ ...._•t •�... ` A 1� D 4 c, 0 n U 1 •14 a _ 3 4 CONSTRUCT SIDEWALK PER RIVERSIDE \\� �• F �. U r h Wye Y 9 E.CR• � �W COUNTY STANDARD NO 401 4"THICKNESS b -�� � �'L_ j { 5a-CONSTRUCT CROSS GUTTER PER RIVERSIDE r"tio- o � OF LAKE OUNTY ARD k •. �2 o � CONSTRUCTAAOCCESSNRAMP2PR CITY A ELSINORE STANDARD DWG.N0.10 �°•c �� �� 6 70--INSTALL STREET NAME SIGNS EPER IGTY OF �;''---' __ ` '�� :----�_ 3 A _ •4 13 v 11 a _'u M � � ...14 R F� '-_= mA G JJ�1 -- -� � V __.�� H�,ti Z�,N__ ~� 14 D � 4 �L LAKE ELSINORE STANDARD DWG.N0. 201 ..-- � 1 �y,y;; 4 "-"'< . 0 i 11 CONSTRUCT 8'TYPE"D"CURB PER RIVERSIDE COUNTY MAST ARM 9500 LUMEN y`•' 1 NTY STANDARD NO 204 CONSTRUCT DOUBLE g DATA TABLE R/W STREET LIGHT. �_�. „, - _ ,` ,�, 13 O 14 CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1001 O 2 BEAIrIG/CELTA RADIUS LF71G1H TANODIT EC 7 ` � I /� 16 CONSTRUCT 6'DRIVEWAY APPROACH PER RIVERSIDE E ch C QB 827'16" 1063.00' 156.85 78.57' 44E C•R'' Jjt DIANA LANE IQ B.0 R. U7S J 1 ` f -11 r II v+ - �,� N COUNTY STANDARD DWG.N0.207.(RESIDENTIAL) E I E © S 48'41'33'E YY B8 u' o SEE SHEET 18 + N m L E Q S 48'41'33'E 250.64' DATA TABLE N c6 G ,NV w IS.12 '` H ~� QE 82718" 1loaoo' 182.31' e1.3o' BEIWIG/DELTA RADIUS LFNOIX TANGENT ROSETTA CANYON DRIVE STORM DRAIN LINE'C' 24+67.44 ROSETTA CANYON DRIVES 67 SEE SHEET 19 ,•-, 2h Z�� QF S 48Y1$3'E 250.64� P 8'2716' 1107.00' 163.35' 81.82' 1+00.00 MARQUISE STREET '$ © 15'34'45" 1063.00' 289.04' 145.42' © S 49'00'48"E 34.38' DATA TABLE DATA TABLE N$ 66 \ 2� 15'T4'45' 1100.00' 299.,0' 150.48' ® S 48'41'33'E 98.22' BEAIdW TA RADIUS LEIDIH TANGENT BEARMNG/-TA RADIUS LENGTH TANGENT 6• r7 o IQ 7*lr02* 1137.00' 144.55' 72.37' 05 161'31'59' 2.DO' 5.64' 12.30' ® 3'45'31" 1107.DO' 72.62' 36.32' II S 33'06'47'E 173.06' 3 Q 8724'29" 35.00' 53.39' 33.45' QT 150TX7'DO' 1.00' 3.14' ® 181'OB'19" 1.00' 3.16' -100.63' ® N 48'41'33'W 85.1. QK 8724'29' 35.00' 53.39' 33.45' QU 5 48'41'33'E 85.84' ® 180V9'S4' 2.00' 5.59' 11.44' ® O'35'59' 1095.00, 11.48' 5.73' © S 33'06'47'E 173.08' QV 1814'33' 102.O(Y 32.48 16.38' ® 3'36'22' 1107.00' 59.67' 34.85' ® O'35'59' 1093.00' 11.44' 5.72' 33TXi'47"E 173.D6' © 1814!33* 100.00' 31.84' 16.06' 3'OB'41' 1137.00' 81.74' 30.1. 0 20 40 BO 120 160 ® O'3T40' 1093.00' 11.98' S.99' ,\ 33'OB'4T E 173.08' QX 21'48'25' 98.00' 37.30' 18.88' ® S J3'06'4T E 173.08' \ o © 18'S1'"E 200.00' 58.84' 29.63' B27'18' 1093.00' 181.28' 80.79 DY 21'48'25" 100.00' 38.06' 19.26' �( 90rX1'00' 35.00' 54.98' 35.00' ® S 48'41'33'E 62.09' SCALE- 1"- 40' 3'4531' 1105.D0' 72.49' 36.26' BO'00'00" 35.00' 54.98' 35.00' 18'47'18' 200.00' 65.58' 33.D9' YGr WGA - E REVISIONS: - BY: /� PREPARED BY: CR►�LAIQ:d,N101E USN AND GS BENCH MARK DISK IN CONCRETE Coil HUNSA IRVI E" IASSOCIATES STF�T 3 MONUMENT STAMPED D 307 1935,IS 38 FT WEST 44pFE3S"y1, ', B~� K " iR DIAL OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT PAUL R UDDLESTON,,R.R.C.E.68020 E)tP.6/Jo/OB D TE • INLAND EMPIRE REGION TWO WORKING SOUTH OF POWER POLE 19319 CWT. 8' -'!s o 2900 ADAMS STREET SU17 A-15 OF BEFORE DAYS BEFORE y+ RIVER90E CA 92504 1908)552-LATI �In 2H78 YOU DIG r0U ONG u N0.58020 "A 3E PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH PLAMING/ENGINEERING/9NtVEY1NG/COYERNIIENT RELATIONS i� HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. s °P•4/306 ROSETTA CANYON DRIVE 29 E APPROPRIATE CONDITIONS OF DEVELOPMENT AND/ORSHEETSEn YQ �FREE 1_�227_2800 MARK DESCRIPTION BY APPR. DATE SCAIE: 1•_40' PWARM Far: CENTER HOMES FROM STA. 18+64.89 TO STA. 27+50.00I tli 25 CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. A Pueuc SFRWCE er DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUS ^�of C�l1I�4' w.o. , 2280 WARDLOW gRCLE, SUITE 15D F.& FILE N0. && IIIOFAORGUNG AST ELEV.1425.7E NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH K�3�� DATE: AUC. 2003 CORONA,CA 92BB0-28p8 091p-25478 CENTER HOMES 5 N A. UM CITY N 1 901 Y79_,4000 m I _j ': 1 1 6.67' 14.00' 6.67' 1 cj_j (j-4 cj_j d 6.67' 10.00' 1 6.67' 3.671 28.00' 6.67' .* Ll: �:- �;L': -4 - cj_j j_j ri_j 'j_j d-4 tj-4 g 6 , d_j d E3 L,: E3 L': ai �:L.:':L.: ':L': In Ll: ci o �: m C'� L4 5'3 d L.: Q'o Q c. E6 ci 6 d 6 d oi w fj c6 en o! E5 + + + + ol 8 '2 + C) 0 14 + + ai.6 _Tmo UUO 11 1 F7 I 1 1 06 06 8 ni cj m a? d'5 c5 u 16 ai t L4 L4 L4 d_j Ls_j li_j d_j d_j 's_j Ls_j li_j6 A d-j Ls oq LZ 1�Lz 1-:Lz p; + o �i (43) cli oi no co 14 oo Go c� -q + D + -w am ao 43 L4 - F,'. i 4 -IF I d (4 3� [?677; 2800' L 14.00' Fi;;3 6.67' 1O.D0 6.67' 6.67 6.67'_ 9 :t:t :t :t 1 6.67'+ 1-6.67' I 14.00'-] 6.67' --.B.#1 LOCAL DEPRESSION .1342 LOCAL DEPRESSION .1343 LOCAL DEPRESSION .13144 LOCAL DEPRESSION .1345 LOCALDEPRESSION C.B.466 LOCAL DEPRESSION C.1347 LOCAL DEPRESSION 4 CASE C. CASE'C' (9-C CASE CASE(99 PCASE'C" CASE'C' ASE13. SCALE: 1*-10' SCALE: 1"-10' SCALE: I'-10' CASE"C" MARQUISE ST.-SHEET 16 MARQUISE ST.- SHEET 16 PORTIA ST.- SHEET 18 SCALE: l'-10' SCALE: l'-10' SCALE: l'-10' SCALE: l'-10' PORTIA ST.-SHEET 18 CRIMSON PILLAR LN.- SHEET 6 CRIMSON PILLAR L.N.- SHEET 6 ELSINORE HILLS RD.- SHEET 10 6.67' 14.00' 6.67' 1 3.6r 7.00' 1 6.67' ci_j d_j _j d-4 6.67' 7.00' 1 6.67' d_j d_j cj _j d 6_j d_j d_j cd c6 u: _j LI: �z Ll:1�L: Pz LI: P'Ll: m MM 6.67' 28.00' 3.671 c; o d C) ci no. d li 6 4.i 4 6cj cJ 16 16 .6 L': c6 u:'5(3 4 ooJ e. q .. I o u d do d Go �N 0 P!U: 06 cd § IN �* L4 UFO! _t le + d c Do w + o c' 00 + 2-3+ + oq + + + v + + + mJO -o + + �< w d + + �_6 71 .6 8 "69 !R .6 cs Ll: A l�� Do d_j cj-4 d 4 d Ls d-I d_j li_j 6_j + + d I,:LL: r" ci_j d_j _jd_j +T co !Rpppp + w 43 + 16 3 N d + W+ d 00 1 co Pi cJ + + + 14 3.67' 14.0- 6.67' :t :t 6.6r_ t :t U.67' 7. 6.67' 21.00' 3.67' C.B.#8 LOCAL DEPRESSION C.B.#9 LOCAL DEPRESSION go .13410 LOCAL DEPRESSION C.1341 1 LOCAL DEPRESSION C.13412 LOCAL DEPRESSION -,\C.B.#1 3 LOCAL DEPRESSION C.B.#14 LOCAL DEPRESSION CASE'C' CASE*Bm CASE"B' CASE C. CASE 93;D, CASE SCALE: 1*-10' SCALE: 1"-10' SCALE: I'-10' &��v B. SCALE: l'-10' SCALE: 1"- SCALE: 1"=10' SCALE: 1*-10' ELSINORE HILLS RD.- SHEET 10 ELSINORE HILLS RD.- SHEET 12 ELSINORE HILLS RD.-SHEET 12 SUNSPRITE ST.- SHEET 13 SUNSPRITE ST.- SHEET 13 ROSETTA CANYON DR.- SHEET 5 ROSETTA CANYON DR.-SHEET 5 CAST-IN-PLACE CONCRETE PIPE REQUIREMENTS ADDITIONAL NOTES FOR CAST-IN-PLACE CONCRETE PIPE CONSTRUCTION 1. FOR QUALITY CONTROL C.I.P.C.P. PLACEMENT SHALL BE INSPECTED BY AN EXPERIENCED R.C.E.OR 1. JUNCTION STRUCTURES SHOWN ON THE PLANS ARE FOR REINFORCED CONCRETE PIPE.THE R/W R/W TECHNICIAN HAVING SUITABLE C.I.P.C.P.EXPERIENCE FOLLOWING SUBSTITUTION SHALL BE MADE 2. CONTROL CONCRETE BY MEANS OF G"x 12"TEST CYLINDERS - MINIMUM OF 1 SET OF FOUR(4) JUNCTION STRUCTURES FOR USE WITH C.I.P.C.P. 10'MIN Ar 7A' R/W v R CYLINDERS PER 100 C.Y.,AND NOT LESS THAN TWO(2)SETS OF CYLINDERS PER EACH DAYS POUR o A JUNCTION STRUCTURE No.4(JS229)SHALL BE REPLACED WITH EITHER A JUNCTION STRUCTURE No.2 S227)OR A TRANSITION STRUCTURE N..3(TS303).U�I b A JUNCTION STRUCTURE No.2(JS227)SHALL BE REPLACED WITH A TRANSITION SPACE 3. SUPPLYING BATCH PLANT SHALL BE INSPECTED AT THE START OF CONSTRUCTION AND NOT LESS THAN STRUCTURE No.3(TS303). Y Ay ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS,BATCH WEIGHTS,AND OTHER CONCRETE 7WAA 14 PARK-WWAY 12�4 1 �2g BIKES OPEN SPACE P CONTROL MEASURES BIKES MEDIAN 2. STANDARD DRAWING No.S 227 JUNCTION STRUCTURE No.2 WHEN USED WITH C.I.P.C.P. I P NG 4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX(6)SACKS OF PORTLAND CEMENT PER CU.YD. SHALL BE MODIFIED TO INCLUDECONCRETE BACKFILL I FOOT OVER THE C.I.P.C.P. PARKWAY S. CONCRETEUA U. mfi�A PARKA MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL PRIOR TO 4 START OF CONSTRUCTION DIMENSIONS OF CAST IN PLACE CONCRETE EASIEUBT UTIUTY 4 4 PIPE 3 EASEMENT 2 6. IF AND WHEN FLOW VELOCITY EXCEEDS 10 F.P.S.A 140'SEGMENT OF THE C.I.P.C.P.I ROSETTA CANYON N.T.S. N.T.S. •SACRIFICIAL CONCRETE*TO RESIST ABRASION.COMPRESSIVE DIAMETER DIAMETER PIPE TRENCH THICKNESS T"MCAL SECTION STANDARD 106 THICKENED 2 INCHES IN WALL THICKNESS AS INVERT SHALL BE NOMINAL. OUTER WITH OF NOMINAL SIDEWALL N T.S. THICKNESS STRENGTH OF CONCRETE FOR DESIGN VELOCITIES>20 F.P.S.SHALL BE Fc-4,000 PSI.FOR DESIGN r1or) (Depth) (Nomind) (Minimum) (Minimum) T.I.=8.5, R-VALUE-40-60,A.C.=0.33',A.B.-0.75' BURNET STREET DIANA LASE VELOCITIES>_30 F.P.S.F'c.5.0130 PSI SHALL BE PROVIDED D D' B t V AREA=198.423 SF,A.C.=4,763 TONS,A.B.=5,512 CY SUNSPRITE STREET(11+52.94 - 22+65.68) 7. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2 1/2-.( 1 1/2-MIN.TO 2 1/2-MAX.) : 7 7: DESIGN SPEED - 50 M.P.H. 72 86 87 - 23+59.09) 8. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION,AND ROD FOR WALL 48 58 59 5 5 ELSINORE HILLS ROAD(19+55.38 THICKNESS AT A MIN.OF EVERY 25 C.Y.OF THE POUR 42* 1. 51• 4' 4' TYPICAL SECTION STANDARD 106 9. AT THE END OF ALL POURS AND AT THE END OF EACH 38: 43: 44 3-1/2- 3-1/2* T.I.-5.5, R-VALUE=40-60,A.C.=0.25',A.B.-0.42' WORKING THE CONTRACTOR SHALL INSTALL 30 36 37 3' 3. t tLf0WEl_SLg LONG. 12'INTO THE LAST POUR AT I CENTERS AROUND THE CIRCUMFERENCE OF R/W AREA=92,212 SF, A.C.=1.480 TONS,A.B.-1.269 CY -IN-PLACE PIPE 27' 33' 34" 3' 3. __;W� DESrA SPEED - 35 M.P.H. H.D.P.E. PIPE REQUIREMENTS I. FOR QUALITY CONTROL, IN H.D.P.E PLACEMENT SHALL BE INSPECTED BY AN EXPER04C R.C.E.OR PARKWAY ' AW Y " B INC P TECHNICIAN HAVING SUITABLE H. ED D.P.E.EXPERIENCE.. 2X 2C 2. H.D.P.E.HAS A MINIMUM RADIUS THAT IT CAN BE SENT WITHOUT DAMAGE, PLACEMENT SHALL CONSIDER SUCH RESTRICTIONS AND ONLY BE CONSIDERED WHERE PIPE WOULD NOT BE DAMAGE BY SENDING. w, 4 4 R/W R/W t 3. NOTE PLAN SPECIFIES PIPE USING WITH INSIDE DIAMETER. H.D.P.E.IS SPECIFIED BY THE OUTSIDE DIAMETER. 2 E A QUAUFIED R.C.E.SHALL REVIEW ANY REPLACEMENT PIPES AGAINST ALL HYDRAULIC CALCULATIONS. N.T.S. N.T.S. 4. f�ANS MCONSIM TIE USE OF R.C.P.FOR PIPE WALL THICKNESS. W THICKNESS VARY IN H.D.P.E. CRIMSON PILLAR LANE PASCAL! LAN ENTS SHALL BE REVIEWED AGAINST CLEARANCES OTHER UTILFIES. REF F LAC OREGOLD COURT MARQUISE STREET *011, 7� CONSTRUCTION NOTE SEAFOAM CIRCLECHAMBORD STREETNX 4 SINGLE PIP 3 4 CONSTRUCT A.C.OVER A.B.CL 11 SUNSPRITE STREE10+00.00 - 11+52.94) 1!Nn PER TYPICAL SECTION ON SHEET 2 NOT TO SCALE ELSINORE HILLS Aw N,T*S, ROYAL SUNSET ROAD LANGERFIELD COURT (10+0000 - 19+55.48) CONSTRUCT 6'TYPE'A-6"CURB PER - RIVERSIDE COUNTY STANDARD NO.200. PORTIA STREET TYPICAL SECTION STANDARD 106 CONSTRUCT B"TYPE"A-8"CURB PER TYPICAL SECTION STANDARD 106 T.I.=$.O, R-VALUE=40-60,A.C.-0.33',A.B.=0.67' RIVERSIDE COUNTY STANDARD NO. 201. T.I.-5.0, R-VALUE=40-60, A.C.=0.25',A.B.-0.42' AREA=38,416 SF,A.C.=922 TONS,A.B.=949 Cy CONSTRUCT SIDEWALK PER RIVERSIDE STORM DRAIN NOTES AREA-291,922 SF,A.C.=5.255 TONS,A.B.-4,505 CY DESIGN SPEED - 50 M.P.H. E COUNTY STANDARD NO.401, 4" THICKNESS. DESIGN SPEED - 35 M.P.H. 10 CONSTRUCT LOCAL DEPRESSION PER RIVERSIDE 43 CONSTRUCT CATCH BASIN PER Rx.T.D. COUNTY STANDARD NO 311 (CASE PER DETAIL,SHEET 2) STANDARD DWG. NO. 300 11 II! BENCHMARK: REVISIONS: I SM-LNUINEER PREPARED BY.6 ." A PREPARED By.6 MG '- ERT USC AND GS BENCH MARK DISK IN CONCRETE HILINSAKER & ASSOCIATES ary OF LAM MONUMENT STAMPED D 307 1935, IS 38 FT WEST t4pfE3SlAw IRVINE, INC OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT PAUL R.HrDUESTON.JR.R.C.E.580 EXP.6/30 AM& INLAND EMPIRE REGION WWVBMT PLAN 2900 ADAMS S�VT,.l 1�-711. OF DIAL SOUTH OF POWER POLE 19319 CWT. RIVERSDE CA 92 ')1 BEFOLRE M, TRAff M 2K?$ 0.58020 PLANS HAW BEEN REVIEWED FOR COMPLIANCE WITH ' 29 1-800-227-28M HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. MARK DESCRIPTION BY APPR E.A. I/3om THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR KANMNG/tNGINMMG/SMVEYING/00YOMaT RELATM DETAIL SHEET SHEETS rF TOLL FREE vI CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"-40' PREPARED FOR* CENTEX HOMES A PUBILIC SERIACE BY c �' UNMGROUND SERYCE ALERT DESIGNED BY-. MATTHEW BUSCH DRAWN BY: MATTHEW BUSC "f /6- -le 2250 WARDLOW CIRCLE, SUITE 150 w-0- FOR-- F.B. FILE No. ELEV.1425.76 NAVD 88 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH ';L' a 20, Af CORONA 0919-25478 CENTEX HOMES KEN IDATE: AUG. 2003 A 92a8O-2896 (q6i)C27._. z. p" - GENERAL NOTES: ESTIMATE OF STREET IMPROVEMENT QUANTITIES CITY OF LAKE ELSWORE NO DESCRIPTION -TUT-AL 1. Note to Contractors:The existence and location of any VAN L 1 Underground utility pipes or structures shown on these 1 CONSTRUCT A.C. OVER A.B. CL IT PER TYPICAL SEC77ON ON SHEET 2. (TOTAL) 610,973 S.F. Plans were obtained by a search of available records. 3'ASPHALT ' Approval of these plans by the City of Lake Elsinore does J74,IJ4 S.F. no constitute o representation o to the existence accuracy or STREET IMPROVEMENT PLAN 4'ASPHALT 236.BJ9 S.F. completeness of the location, not the existence or CONSTRUCT 6'TYPE A-6'CURB PER RIVERSIDE COUNTY STANDARD NO. 200. 20,212 L.F. hon-existence of any underground utility, pipe or structures within the limits of the project. The Contractor is required -------- 3 CONSTRUCT 8'TYPE A-B'CURB PER RIVERSIDE COUNTY STANDARD NO.201. 6,855 LF. to f take all due precautionary measures for the protection TRACT No. 2.5.478 -A 4 CLWSIRUCT SIDEWALK PER RIVERSI�COUNTY STANDARD N0. 401, 4'THICKNESS 1626.,899 SF.0l all utilities, pipes or structures, whether shown on these / 5 CONSTRUCT CROSS CU11ER PER RIVtRSJOE COUNTY STANDARD NO's. 209 3 209A. 1 65B SF.plane or not.My utility damaged during the performance // // of the work shall be repaired or replaced to the SIM D Ullk D / I 6 CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STANDARD DNG. N0. 101 38 EA. satisfaction of the governing agency by the Contractor at LEGAL DESCRIPTION Q,°-21. ! INSTALL STREET NAME SIGNS PER CITY OF LAKE ELSINORE STANDARD DWG.NO. 201 60 EA. his expense. 0 -33. BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP NO. 19924 FILED IN r----------------------- t' 8 SANCUT EXIS77NG A.C.PAVEMENT AS SHOW ON PLANS. -- 0 L.F. B 2. NI work shall conform to City Codes,Standard BOOK 122,PAGES 44 THROUGH 48,INCLUSIVE OF PARCEL MAPS,RECORDS OF RIVERSIDE 1 (;( 4 Specifications for Public Works (Latest Edition), and COUNTY,CALIFORNIA TOGETHER WITH A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT I 9 INSTALL BARRICADE PER RIVERSIDE COUNTY STANDARD PLANS N0. 810 136 LF. y�`{ Standard Drawing of the County of Riverside. It is the NO. 02-08 RECORDED AS INSTRUMENT NO. 2003-169226,OF OFFICIAL RECORDS OF I I / CONSTRUCT LOCAL DEPRES90N PER R.CT.O. STANDARD NO. Jll (CASE PER DETAIL Or SHEET 2) 14 EA. I Contractor's responsibility to be familiar with these RIVERSIDE COUNTY, CALIFORNIA, TOGETHER WITH PARCEL OF LOT LINE ADJUSTMENT NO. lil I l 1I I CONSTRUCT 8'TYPE D'CURB PER RIVERSIDE COUNTY STANDARD N0. 204 11,405 L.F. x standards and codes at all times. 02-09 RECORDED AS INSTRUMENT NO. 2003-169225 OF SAID OFFICIAL RECORDS. I! / CONSTRUCT 9500 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN N0. 1000 64 EA. 3. The contractor shall notify the City Public Works I OM UK N CONSTRUCT DOUBLE MAST ARM 9500 LUMEN STREET LIGHT 4 EA. s Inspector 48 hours prior to beginning any work. Call for I LIM'Z• -2.7de inspection at(714) 674-3124 Ext. 25 between the hours 01° I J I 0°�4.2ge CONSTRUCT 22000 LUMEN STREET LIGHT PER RIVERSIDE COUNTY STANDARD PLAN NO. 1001 B EA. I o, =42,_ 1 /. of 9:00 am to 4:00 pm Monday through Friday. I t=1T.emn. /�'/� "' CONSTRUCT UNDER SIDEWALK PARKWAY DRAIN PER RIVERSIDE COUNTY STANDARD PLAN N0. 309 2 EA. 4. Contractor shall maintain traffic control in accordance Q°-sue INI� I r0a1°��ao UNE Y/\ J / CONSTRUCT 6'DRIVEWAY(RESIDENTIAL)PER RIVERSIDE COUNTY STANDARD 207. 259 EA. , With Coltrane Traffic Manual at all times during construction s•�s I 1 t0--eimn.� �'-�/ 6''CURB TYPE D'PER RIVERSIDE COUNTY SID.DNG.NO. 204 183 L.F. as approved by City Engineer or his representative. Failure T"'"' I T.T.M.t84ri r--J to do shall require immediate work stoppage. I �/� 8. it shall be the Contractors responsibility to have a 27 / I \ TRACT/gMIDART responsible representative at the job site at all time) 28 2s 1 3D during construction. 26 135 ESTIMATE OF STORM DRAIN QUANTITIES R.C.T.D. TOTAL I I /� S. It shall be the responsibility of the Contractor to 14 25 I I li I I 3% ,137 NO DESCRIPTION QUANTITY arrange for the necessary relocation of any utilities. i - 14 I I 133 INSTALL 18'R.CP. CUSS IY.• 2,364 LF Contractor shall notify all utility companies involved at least 2 ram- 138 0'.-I• - - 48 hours prior to beginning work.The contractor shall also 12 15 I II 1 132 0, 2.2ds °-1 Yee INSTALL 24'R.C.P. CLASS IY.• 892 L.F. _ contact Underground Service Alert(U.S.A) at 1RACt 23 32 I i _ 39 �T O, 2.eas INSTALL JO'R.C.P. (SEE PROFILE FOR D-LOAD)• 1,459 LF. 1-800-422-4133 at least 48 hours prior to beginning 11 16 I rf I:I r 131/ / ... NET INSTALL 36'R.C.P. SEE PROFILE FOR D-LOAD work. D,°-1a.2de I 2?I 33 1 I 140 ( ) 208 LF. 0, -3D.scte 1 1 17 T.T.M.254" �l 1 130 142 143 _ INSTALL 42'R.C.P. (SEE PROFILE FOR D-LOAD)• 3,283 LF.t-t.Ym 2 34 / 141 7.The Contractor shall be d relocation for the clearing of c6 Lh � � I - INSTALL 48"R.C.P. (SEE PROFILE FOR D-LOAD)• 281 LF. the proposed work area, and relocation and coat of all .- I II� existing utilities. Subdivider must Inform City of Lake 8 2 135 1 I 129 �, L CONSTRUCT HEADWALL PER CAL-TRANS STD. PLAN 090 1 EA, Elsinore of construction schedule prior to the beginning of \ 8 36 I ee 128 48 /145 CONSTRUCT CONCRETE COLLAR PER R.C.F.C. &W.C.D. S7D.PLAN M 803 2 EA. construction. \ 7 W / I wee / 1 127 49 WG 4g ® INSTALL C.S.P.FLARE PER CAL-TRANS STD.D . 094A 2 EA. B. All underground facilities with laterals shall be In place g 37 I /, I CONSTRUCT MANHOLE N0. 1 PER R.C.F.C. &W.C.D. STD.DOG.MH 251 prior to poving the street section, including but not limited Q°=5.5cls 5\ 8 I 1 126 12 EA. 1 to newer, water, telephone, electricity,gas and drainage -sects ' \ \ I I 1I 0 151 52153 154 4 CONSTRUCT MANHOLE N0. 2 PER R.CF.C. t W.C.D. STD.DING.AW 252 10 EA. {C facilities. t= P4n. 4 y 1 -J �) - -T CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. &W.C.D. STD.DNO.MH 254 7 EA, 9.NI Street sections are tentative. Additional soil tests will 4 3 \ 1 40 I O,o`1�t`'I°�7 �j 1 I j 155 CONSTRUCT CATCH BASIN PER R.aED. STD. No. 3DO 219 L.F. ba taken after rough grading to determine the exact 4S \2 \ I t �enls 1 I CONSTRUCT RIP-RAP PER DETAIL 44 ON SHEET 29 ?42 CY 1 w section required. Section thicknesses shown are for bonding 46 ` - - 41 I IN _ _ i 124 I'p 56 CONSTRUCT 30"C.S.P.PER PLAN(10 GUAGE)• pj L.F. t purposes only. 7 p �-\ / ssIN CONSTRUCT HEADWALL PER CAL-TRANS STD.PUN D868 10.NI existingunderground utilities and structures must be 48 74 �v 1 1 EA. rg 0 . / 47 \ 42 ,°_i2cie..llrE 9-6-,�/ \1 I �84 181 I I157 CONSTRUCT SINGLE HEADWALL PER CAL-TRANS STD.PLAN D89 potholed and elevations verified prior to construction. The 0 t tde / 73 gg *:' 43 -zsmn �i,- T.T.M.25475 122I a 12 EA. s engineer of record shall be notified of an necessaryr.7,sr�ds \ \ \ ET /-i I CONSTRUCT ENERGY DISSIPATOR PER A.P.W.A. STD..PLAN 384-1 1 EA. it 7 "t /i J 1185 180 1 sa revisions to the approved plans.The revisions shall e in n. 49 70 6t4 \ r---- 121 the form of'AS BUILT' plans submitted to the City splM DRAM IJf1E O,,,a I I CONSTRUCT BASIN INLET PER DETAIL ON SHEET 28 1 EA. Engineer for approval prior to the final acceptance of the \v IRS (� �_ 1 O'.-es0ds 0,°-8.� 120I I186 179 159 CONSTRUCT PIPE ANCHORS PER DETAIL 5o ON SHEET 28 '� EA, project by the City Engineer. 5I� \ L----_pFjs��i 60AQ 6hET�J t=t.emn. t-t2.emn. '187 178 160 CONSTRUCT INLET TYPE X PER R.GF.C. &W.C.D. STD.ONG. CB 108 A, 9 destroyed Clio-3'� 52 64 �\ \ Ice by oth«sl ,SOy 119 1 I •H.O.P.E PIPE MAY BE USED IN PUCE OF R.C.P., C.LP.C.P. OR C.S.P. 11.NI existing monumentatlon disturbed or deaf ed \ `"'' during construction shall be replaced to City standards as =5.3ds gg 177 161 approved by the City Engineer. Centerline ties ore to t` "' 03 \62 "` -- 18 t tl furnished to the City Engineer upon completion of the Oaw�e+ 61 1p1 02 0310 06 0 1 0 1�1 _ 989 17 I162 project before acceptance is granted. 54\ 60 81 \ 100 -- 0 -07 1 � 112 13�4115 / RDUDART 12.M Encroachment Permit shall be required for all t-pg 55 ` \ B0\ 11g 17 175 163 ,°-zz. construction work done within Public Rights-of-Way. Before Ylrr•o�-r+aa ,: \ -- � � Issuance of said permit,the Contractor/Developer must 56 59 / \ 79\ Q�0 - 200 19 174 /154 csii provide the City Engineer with Certificate of Insurance, 5� 82/ 76 ` 0 20 l a 199 19 92 �� tm cfe required bonding for public improvements.The 58 _ 1 173 / encroachment permit must be present at the job site B4 /Tg 77/ ` 20 03 1 197 9619 -193 172 / i6651rIiEr�n?�during the total time frame of project construction with 83 - 1 approved set of Improvement plans. TROT r� L 99 �� L .r 194 171 BIDINI DRAW Lm E 96 �`` ;,�..mn,_;-- / ,' 167 010-57.5cls 13.K encroachment permit is required though the District t=52m1°n TR.2547B No. 8 office of Caltrons, please make reference to this 8 t I 7 0„-t12de �� �,. j• fact in the 'General Notes section of the improvement 95 �6 Sim nds O,o 111de "" i' 86 87 188 can I 253 252 plans. Jill,51250 I93 Nmo Des / 254 - 249 n 0,,-15.eds ".:' 24ACU INDEX OF SHEETS: °9 � zs 24e 229 / t=1g.Bn, . 192 2 �_e2ed. �d SHT, NO. DESCRIPTION 901'�' o,o-+a.�as t=ceito / 2 �26 0„=6.ede r 1 TITLE SHEET INDEX MAP 191 'ra° 'T"GR 4 6.3cfi s,s1e,swr 2 DETAIL SHEET DETAILS 256 i 231 25 wt�>'s' p - 3 ROSETTA CANYON DRIVE PLAN&PROFILE LEGEND OF ABBREVIATIONS A SYMBOLS 4 ROSETTA CANYON DRIVE PLAN&PROFILE L--J 2 - 6 ROSETTA CANYON DRIVE PLAN&PROFILE T.C. TOP OF CURB �-- 100 _ EXIST.CONTOUR / 3s 34 3 U' 6 CRIMSON PILLAR LANE PLAN&PROFILE F.L. FLOWLINE ELEV. -foo- PROP.CONTOUR �,� 39 23 23 �� 0 100 200 400 Goo BOD I m O G 7 CRIMSON PILLAR LANE& OREGOLD COURT PLAN &PROFILE T.G. TOP OF GRATE ---- PROPERTY LINE 0,°-1Ace; 21 / 23 VICINITY MAP • ? e BURNET STREET PLAN&PROFILE G.B. GRADE BREAK -j--1- DAYLIGHT LINE 0 2 22 n 9 SUNSPRITE STREET PLAN &PROFILE F.G. FINISH GRADE 2Z SHEET FLOW RATE t=5.ma :.�� "' 1 SCALE: 1" 200' N.T.S. t '' 10 CRIMSON PILLAR LANE&ELSINORE HILLS ROAD PLAN &PROFILE C.9.ee / 1 SEC.28&29 T.5S.,R.4W w C 11 CRIMSON PILLAR LANE&SEAFOAM CIRCLE PLAN &PROFILE R.G. ROUGH GRADE GRADED SWALE Pxrw-z.s,s e 12 ELSINORE HILLS ROAD PUN &PROFILE F.S. FINISH SURFACE CENTERLINE I / 711 / i PAGE 835,F-7,ION THOMAS BROS.MAP I r 13 SUNSPRTE STREET PLAN &PROFILE INN. INVERT OF DRAIN - SWALE HIGH POINT 1 15 NOTE - 14 SUNSPRTE STREET&ROYAL SUNSET ROAD PLAN &PROFILE I 14 15 PASCAU LANE&MARQUISE STREET PLAN &PROFILE P. PAD ELEVATION FLOWLINE Ip 215 - zl 16 MARQUISE STREET&LANGERFIELD COURT PLAN &PROFILE F.F. FINISH FLOOR ELEV. ��s✓ SUBDRAIN I .R$ 1. ALL VALVES AND MANHOLES SI41 BE A&MED TO FINAL z 17 CHAMBORD STREET PLAN &PROFILE 5S4?` E STREET FINISH SURFACE PER APPROPRIATE PLANS. C.F.F. GARAGE FINISH FLOOR __ __ AREA DRAIN 0,°-25.2de :I EH 18 ID LANE&PORTIA STREET PLAN&PROFILE _ 0 -4o.T'de "u^-T �`&-g E 19 STORM DRAIN LINE'G'STA.3+45.24-13+50 PLAN &PROFILE B.V.C. BEGIN VERTICAL CURVE - TOP OF SLOPE t-z.Om n. I �� -•gg Io°^ 2. ALL BLUE DOT PAVEMENT MARKER SHALL BE INSTALLED AT 0 20 STORM DRAIN LINE'G'STA. 13+50-23+50 PLAN&PROFILE I I INL T 06EL�F ''L LOGT70N5 PER THE WATER PLANS. c 21 STORM DRAIN LINE"G'STA. 23+50-33+00 PLAN &PROFILE E.V.C. END VERTICAL CURVE - - - TOE OF SLOPE - PAVING LEGEND - - II 22 STORM DRAIN LINE'G'33+00-43+00 PLAN&PROFILE P.I. POINT OF INTERSECTION ® RETAINING WALL ROMew 23 STORM DRAIN LINE"G"STA.43+DD=50+50.85 PUN &PROFILE E.H. EDGE OF PAVEMENT M, FIRE HYDRANT INDICATES pRppgSA.C,PAVING 24 STORM DRAIN LANE'G-3'&'G-4' P/P&DETAILS T.W. TOP OF WALL F.LEV. 0--• STREET LIGHT TOPOGRAPHIC SURVEY SOURCE: DEVELOPER' r 25 STORM DRAIN LINE'E'STA. 1+00-9+50 P/P&DETAILS T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL SOILS ENGINEER: r �; 26 STORM DRAIN LINE'E"STA. 9+50-20+13.41 P/P&DETAILS AERIAL PHOTOGRAPHIC METHODS,FLOWN IN 03 18 1998 BY: CENTEX HOMES 27 STORM DRAIN LINE'G-8',LATERALS&DETAILS P/P&DETAILS D.F. DEEPEN FOOTING _0 DEEPENED FOOTING / / ALBUS-KEEFE&ASSOCIATES,INC. ✓/ INDICATES PROPOSED OVERLAY Be 28 STORM DRAIN LINE"M' 'N' '0" 7&DETAILS P/P&DETAILS L LENGTH `l6`� a `]�.' WATER METER ARROWHEAD MAPPING 2280 WARDLOW CIRCLE,SUITE 150 1403 NORTH BATAVICRIMSON PILLAR LANE,SUITE 115 P8 29 STORM DRAIN LINE�E-6+,'P1'&DETAILS P/P&DETAILS DWY. DRIVEWAY ORANGE,CA 92867 CATCH BASIN&LOCAL DEPRESSION 431 MACKAY DRIVE CORONA,CA 92880-2896 (-7771 I \ s N.T.S. NOT TO SCALE 3'O.X. DEPTH OF REQ'D OVER EXCAVATION SAN BERNARDINO,CA 92401 TELEPHONE (909)279-4000 j .� INDICATES PROPOSED CONCRETE SIDEWALK 8 P.U.E. PUBLIC UTILITY EASEMENT _-- CUT/F1LL LINE (909)887-5969 FAX (909)273-2100 J7�+)1216.00 760 REVISIONS: a� MGAZRT PREPARED BY PREPARED BY HUNSAKER R ASSOCIATES USC AND GS BENCH MARK DISK IN CONCRETE Es �ei IRVINE, INC 8T M>IR�VEEr PLAN ti MONUMENT STAMPED D 307 1935, IS 38 FT WEST ts°r sI Y 1 r 4 PAUL R.N TON,Ji.RC.F 6002o EXP.6/30/08 DATE INLAND EMPIRE REGION OF CENTERLINE CALIFORNIA19 HIGHWAY 74,33 FT �`� + ,^ 2800 RIVERSIDE CA STREET SUITE A-2 00 TWAM II&.04» OF �2 BEFORE TWO DIALWORKI NG SOUTH OF POWER POLE 19319 CWT. NO.5a020 N"ING/ENONE NG/SUR*-MG/G01 925G4%"T RELATIONS /� YOU DIG YOU DIG p.enpps r SE PUNS HAVE BEEN RENEWED FOR COMPLIANCE WITH TITLE SHEET Li HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SHEETS MARK DESCRIPTION BY APPR. DALE +„ v =o Tau TREE 1-800 227-2eoo ,� ,y, �+ CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1'-40' PREPARED FOR: CENTEX HOMES ICI A PUBLIC SERVICE BY DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH a'CAL,I 2280 WARDLOW CIRCLE,SUITE 150 W'O' FJ; EBE 110. UNDERGROUND SERVICE ALERT ELEV.1425.78 NAND B8 CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH - - -, .11 DATE: AUG. 2003 �+OUA, CA 92880-2896 0919-25478 CENTEX HOMES of I KENA.SEL9091 279-4000 i�