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TR 17413-1 & 4 SIP
i i GENERAL NOTES CITY OE LAKE EESINORE r 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROP.- WORK AREA. AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY-OF CONSTRUCTION SCHEDULE AT LEAST 48 FIRS. PRIOR TO.BEGINNING OF CONSTRUCTION. PH. (7141 075-2031. 1 _ 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO T R A C I 1 I 4 1 3-- 1 4 - COUNTY STANDARD No. 816.. - - - - 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE CO. S T R E E T I M P R O V E M E N T PLANS ROAD DEPT. IMPROVEMENT STANDARDS AND SPECIFICATIONS. f DATED AVC5,W.r BZ . COUNTY ORDINANCE No. 461 AND SUBSEQUENT AMENDMENTS. _ 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE - ENGINEER. TO INSTALL STREET CENTERLINE MONUMENTS,AS REQUIRED _ BY.RIVERSIDE CO. ORDINANCE No. 46t. i•, 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE CO. ROAD DEPT., PERMIT SECTION. FOR - AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS. AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR . PUBLIC USE. 6. ALL UNDERGROUND FACILITIES. WITH LATERALS. SHALL BE PLACED PRIOR - TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO. THE FOLLOWING: SEWER. WATER. ELECTRIC, GAS AND,DRAINAGE. 7. ALL STREET SECTIONS ARE TENTATIVE. -ADDITIONAL SOIL TESTS SHALL BE RETAKEN AFTER ROUGH GRADING TO DETERMINE' EXACT STREET SECTION - .. c. REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. B. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND - - SHALL BE APPLIED AT A RATE OF 0.05 GALLON/90. YD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 29, AND 94 OF THE STATE STANDARD.SPECIFICATIONS. - - - 1 44 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 46053. S 10. QUANTITIES ARE UNADJUSTED FOR SOILS CONDITIONS. REFER TO SOILS REPORT FOR ADJUSTMENTS. - 11. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED - - - STREET LIGHTING PLAN. ( LEGEND OF ABREVIATIONS & SYMBOLS ---- ----- I _7.C. TOP OF CURB ELEVATION P.R.C. POINT OF REVERSE CURVE i 1 F.S. ---- FINISHED SURFACE M.O.C. -- MIDDLE OF CURVE ' F.L. ---- FLOWLINE ELEVATION 'P.C.C. c -- POINT OF COMPOUND CURVE E.P. ---- EDGE OF PAVEMENT. - P.O.C. ---- POINT OF CONNECTION C.L. -r- CENTERLINE R. ---- RATE OF GRADE (nAAVA�uzA (PwTa Aww) O.C. ---- ON CURB C.F. ---- CURB FACE i Sr SHEET see SHEET R/W RIGHT OF WAY _ P.l. ---- POINT OF.INTERSECTION IvwzA Anu) we 9 NE 4 B.C. - BEGIN CURVE B.C.R. - - BEGIN CURB RETURN SEE SWEET (grSA nv (RA n W-) E.C. - END CURVE E.C.R. - END CURB RETURN I - N°5 SEE 5HEf-T SEE SHEET Y.C. ---- VERTICAL CURVE 100.5 —-PROPOSED ELEVATION N2 6 we 12 - B.Y.C.--- BEGIN VERTICAL CURVE (100.5) --- EXISTING ELEVATION ,1.1F �.tJT GSf ESS1�ENJT E.V.C.--- END VERTICAL CURVE L. ---- LENGTH osTar�r o aEE_ C.B. ---- CATCH BASIN INT. -- - INTERSECTION CB. ----CURB R.P. ---- RADIUS POINT 'I TAN. ---- TANGENT L.D. _.. - LOCAL DEPRESSION z4 (MAxAAv,u) Q - STREET NAME SIGN o R -- STREET LIGHT - 1 of �, ee 3q SEE SHEET 0 ---- STOP SIGN. - �, 1 1 \ m ' (VIA xFNICA) / I �4 sV yam' SEE SHEET, arA xeulw I _ zz SEE 514EET 't N4 3- SEE SHEfT '° we Is I N_4 I .j„ �� SEE SHEET - WAtA LUCEENA) , 1 .'Im T Ns It SEE SHEEThis l0 ��\ 21n, -------- OP y OFF-SHEET '� v. 1g (g I ap II .Ij �f pp FZGEL L / IRAYA HODEwA) ✓ I p 1 -� �� CMK41 WKE • 9 -r' / SEE SHEET 4y I r 4 1 *16 11 1 � p. I - CITY of LAXE I i f 3 r 8 �•L. ELSINORE i TRAc.T'NS 17413-1 ENGINEER NOTICE: T I, � r 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- - 4 SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF - I t 12 - CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. TQ --T \ 1 THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEDTO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY P02GEL_ PQRG�L 4 pl-V`• : +-rmav o [I : AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF T�cr WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE IT413-4 i SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON I N D E X M A P PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND -CAI-F.1••500' EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE 1 - t ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 1 cD OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED VICINITY M A P a1 ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED - OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, PREPARED FOR: SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE _ essrD CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES ••T•FIESE PLL]fJ" HovE 15t=.EIJ RB✓IE?n/ED Pom COI••10 ll-JCE OR STRUCTURES CONCERNED BEFORE STARTING WORK. wl-rp_rwe/APPRCIPRI&TE CAI-101_rior.15 Ov CEVELOPMEIJ'T' AWE;>/DR CUIV OR STATE Ll�.W'S,GNl7 WAVES BF_- J GOdJWD4cLEpT4e F Homes°° ad 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. 355 North Sheridan,. Suite 117 E. a4DeR .OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. E%P.1f/avav �" I ALL CHANGES TO THESE PLANS MUST BE IN WRITING A14D MUST BE I.Q,Q- v �I - Corona, CA 91720 APPROVED BY THE PREPARER OF THESE PLANS. _ -- `� `R' S�/7- (714) 279-1Ob0 FAx 1714) 279-8019 . _ - RONALD V.IV aC1-4NER, PEP d.522P� or'cn�11°o-r~ 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- - - t3S/ S;$: CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO - - PREPARED BY: THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION REVISIONS: APPROVED BYE 7 f� CITY OF LAKE ELSINORE , T S' HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- - �y�(t rNrl Hunsaker&Associakes,Inc. I � TIONAL AGENCY. CONTRACTOR SHAL ASSUME RESPONSIBILITY FOR ALL ^� TRACT ]74]3-] �� I CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND - _ D UGLA SNYDER RCE 2 6B E T.12-31-89 Ptanntr{g•Engineerug•Sunrying SHALL FOLLOW ALL OSHA 6 EPA GUIDLINES TO MINIMIZE HEALTH HAZARDS. DATE: Tdrerer< •m+nec,t/.nra�arrx•rna15x3-Toro STREET IMPROVEMENT PLANS OF �-- 5. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. - $.S cRaes suT acvEZEsaErvanl9F+T n �K. gppftoVED BY: B NCNMARK: TITLE SHEET I� CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES 45.5 REVISED s EI E 'S r 0 1 1 E.P -I• -0.0 MILE N.E. ALONG RAILROAD CANYON ROAD .!-se 5.5 IzeVls.CAYcy SASn:5< sc oeP s-suns ,Nae9 ere»rub 10 SCALE: 1'=40' FROM INT. OF STATE HWY. 71. 373 FT. N.W. PRIOR TO BIDDING FOR CONSTRUCTION. - )a6 MAFD( DESORPTION RT AFFR DATE OF RAILROADCANYON RD.. 3.0 FT. S. OF SHEETS Frq DESIGNED BYN DRAWN BY: D.VERMEER P.P.s 14090 CWT. 1.0 FT. N. OF MARKER POST. lh CHECKED BYI PROJECT MANAGER* co�lcll DATE, DATE,NOV.1989 BRASS DISC BET [N TOP OF CONC. POST. W.O. FOR, F.B. FILE NO.�� PLOT TITLE SHT TR.17413-1 ST IMP PLN- 395I0.158LPF,�413�1 65 y6�e -88.10.19 M. 522-1-5 _ __ ESTIMATE OF QUANTITIES �•_�, I�„ W PER FLAN IY OTY. UNIT " 'MIN. •-{I+"il•°fyl .- NO DESCRIPTION '5 ww j T' 4" STRE€T D A M"H. M.N. BPFFLP 1 CONST. A C.ove R P.B 288 849 S.F j J wALL CURB - CONST. TYPE A CURB Crn"C.F) PER R1VER51DE CO.SM.PLAN NO.'d00 19¢P18 L.F 3. COTdST. CR065 GUTTER PER RIVERSIDE C0 STD.PLAN NO.ZOO (0 354 S.F q CONST. 4 THICK CONCRETI? SIDEWALK PER RIVER5ID^�CA.STP RAN-NC.QOI G+S Z(o8 5-F PLAN © 5 CON9T. ACCES5 RAMP PER RIVERSIDE- CO. SYP. PLAN No.403 16 EA. fo GON 9T. DRIVEWAY_ APr'RO I-1 PER KIV ERSIDE.CO.5rD PLAN NP' E 70$ INSTALL STREET NAME SIGI.fo PER R1VER5\DE.60.ST4.-AIO - .n,R _ -�•' TYP._ t9l $ INBTAU.. STREET 1JGHTS.22,Ooo LUM PER RIVE[ \OE CCU.SAD.FLAN NO.1�1A _ -�- r.77 g INSTALL STREET LIGHTS 9,54C luM PER RIV>=RS147s�.STn PLAN NO.Li50Od �� EA. J. .¢t L - IO -INSTALL STOP S15N L •.•.F:". y e I CQNST. CURB 4 GUTTER TRANS4YION FROM $"C.F TO I2 CONSY. PARKWAY WLVERT PER DETAX05 ON g(a L.E M4+e WO.C. 13 CONSY. SARRACA PER RrvLIZSIDE. Co, �ttX PLAN NO.$U? 6L WAY S -7-T - I COh,•-Y +•rnl Dt=.PRESsloIJ PeR Psvam`3ICa m.PL-OOD COIJT=Le=+L _ P cam.-tp, O41G_ LD-Wt MOOIPIED I Ems, + •0 A E'G"O.C. IS COW'Wr t IODIMED CATCH E3o•91N wo.I Rc-Iq IL HEF21=0N EA.WAY 1(p CONIJ'T LOCAL DA=PR _ IOt+-I F'P�R L�tJ�R$iOE fly.PL.C+OD C]DI1T46L 5"TP. tf > e R UNREINF. TYP 07� ItP/OCIC OUT 'I �� CM-LAIN O�NC. _ \ N KNOCK-OLJT� -; v O� 2 w g Q :U" f EA.WAY - PIPE COP 8 � MFE T E9(l6t�N0 d�46 V uLL:CG o�Wl^E 6>��� eI REF i U RUBBER£iLE-EVE g GR/1>✓El- FILTER - ev�"'�o'0'"•''� I.ELEVWT10-1S AT OtYlER COGtNERIS FY7�sMCN CNE BELL-OF PABRIC - ocCueg � -ICfn/l.l O/-4 GS"wow' ��.I=NO F'V.CPIPE CONNEc-nom t2°� ei_evzm'I QaE-.SPEr-IF'E4,�E WfT1-IIN ca4c.Vj."FOR W PIA.FERFORAT® pNCL+ORAUE. Fi PEi CPERF COIN) BAFFLE WALL ,: .�. &` C>L>�4�C jw OF LOCALD1!54aD�-�I�I O- 4tf Werzvao 01-IGL.L c-Wt012rt-ro Fn.JISF-IFJJ SEGTIOI�I A-A' REINFOF�EMEtJT � ,.�' (�� ¢ �ec1=T�Lazl=,c��" � I N�9•I. ESEND ALLWmER6_E3AP_'-.a INTO GRONT 8•REAR WALLS OF E3ASIN. f1mEi nas�alo+'o'uT '-�1EC - 2.TERMINOTE ALL RE'-B4R`5 'Lx FROM EDGE OF YJJOCIG-00T, - 3.FOR REINFORCING 1N EgNe4W WALL,5EE SrM DWG.N0,CBIOG' _ A.REFER TO R.C.FC.Vl.C.O..-.To.OW'-.NO.C6100 FOR AU_�5&C7ETWLS. - ! MODIPI€A LOCn L OErPRESSlOr�1 I IS MODIFIED CATcz N B4S1 N NO. I DETAIL ne--I- A: I•lTS. I + g• C. A' �` B' d 44_o" U S f2' „G" RYJMVro�'cF 2.+ 4' �• 5EEFlAT JeO n-TPFRSTD.pLal4 •5TIE •� I I � �3 mRbQ S O.G. ...:�,. 1 - i ' FLON U•-JE •PARKWAY CULVERT INLET SECTION A-A DETAIL 'A" . v-a 2,_a ROR FIPEALTBRN/XIE See DETAIL" "4 AT RIGHT ? _0 pPBN OOWN ORAIN . 1r Y QQ •I I is SLOPE wPry Faor::: r�Nn�+ `• II �p�N SECTION B-B ------ 1�3ANGI� ' m 1 aTIE a Ca F 12"o.c. W Cu.CNZKWGv nNOI..ETo a '/z b ROD cuLVEIZT ¢ r '7• l>� `e 16' •� �tJO'YE L,OfpT1oN of DowN MAT0.1- -- 2• (n' l4= 1.1 4 pRGN TO BE VERIFIFp Q >=ace 1' •\ BCR6@5"OG. I 2, I CD• CO 1 Z p V j `. �A�'.PER _R FACE ANGLE ANC►-aOR DETAIL N ' � { 4b., a" a7 .I,�P 2X -•�-G_-�-2Y. - -- �--y 29 -__ _ / 1Y 4 � (pC'IN OIREGYION OF FLOW 2 l a 4= &OFESS%0 LOw �t srA.As s�oVJN oN pLA^+ �C SN�q! 111DIC1]L f10t�] FOR TYPICI�LG T 101 ! FOR 40' R/W so, PLAN OUTLET DETAIL GENERAL NOTESo- �9 c [. FLOOR OF PARKWAY GULVF�RT SI-IDLE- Q STEEL TROWEL- F4N I54-1. (10.2� �� E 5 cj - - IO 'L.PlJ 2Y� TOP OF CiJ -1Rp1.ISITIo+-I - 2. ALL£XOOE�IJ METAL SL-TOLL BE GpLVpNIIx.ED 4 . TOPo CU (1FTER FGE+RICGTIONI. I qff 0c lY1 g. ae+I�oRCIau�sTL sNCLL ee 1"cLEesz CAL1F�" INSIDE Oc CULVE3ZfIJWLE-_, CM4ERWOS� •SL-IJWN• Z 5.5, /T CITY OF LAKE ELSINORE �? PREPARED BY: 1 11� REVISIONSI APPROVED BY:I J -Cn'T.C.PROFILE AS 9LiCM/+N Dni PL�IJS Au"sake''S`+ss°`t"Les'Inc. TRACT 17.413 j (NO T+znNsrnoN D"GF\ DDUGL 5 DER RCE, 4066 EXP.12-31-09 y!<+++++I++S'EnBineertng•Susagyiw8 I 7,uey Lao•bvn...Ceffr ia92718•(714)583-'1010 STREET IMPROVEMENT PLANS of .I DATE: 3 I p�20FILE BENCHMARK; TYPICALS AND ESTIMATE OF NI . APPROVED BY: I QISANTITIES SHEETS '8 SCALE, I^=4D SEE SHEET 1 --�v{' REVISE G.g.N°I pETGIL-RON �, APPA DATE .., _{I _ Q I IZ t�AI�KWAY CULVERT OUTLET DEsiGNED BY: ceectlPTlDe DRAWN BY, 0.VERMEER DATE: DATE: NOV.I9f38 N.O. FOR: F.S. FILE N0. Y( IF'•_ _ CHECKED BY: PROJECT MANAGERI R"COUCH Plot sr IMP PLMIS SHT 2 TR 17413-1 39610. 1PF I74I ID81 D^o-B8 10118 AM/622-1-6 t:_ I r m p I1 1 W I TOP OF NILY a�q `� '8� CURB PROFILE 8$ w Fs a =l-Iz.z�x s vc 11 N $ 3 r m + b1 N p JG 85 IP0 3 r .?. : , ._: s — m� $o g m % vim..(°° $ $ $s $ Ina ; 813 Lp p o N $y } +! 3 :.CENTERLINE PROFILE n $0 $� io M� 4 �gg p m P,(a'Lt• V 0 8 J t�n� N f`I r r p.-z. ly - ! - r 8�8I$o.� ;- -10 of 8 mm - &o S, N '$ $H $ $ Ie z2x '__(.__.:�0'36.�_.._.. ....... .. O * N yL 8 N O m $S * .,.gt+ G"I - .. p� N IR •Lo 5 5 0U1r o (0 5 r p n O 4 fz f N p'I p _•_. { o O Top : .1 .. N o 3 Ln 6r N *5 a .�9 a+S 8 6 50o V�s - PI•CPra29 - «s N w 9 1 ,vG g� G1112B PROFILE R.td PROFILE pl O15 1 1OR tZ. 1'=4VEPT 0' l 2 3 4 5 7 S 9 10 II STREET CONSTRUCTION NOTES o--CONST. A.C. OVER A.B. STREET CURVE 0ATA Q--CONST. TYPE "A" CURB [6" C.F.I PER RIVERSIDE CO. STD. PLAN NO. 200 DELTA RADIUS LENGTH TANGENT {' - V--CONST. 4" THTCK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. 23.07'00" 1362.50 549.72- 278.65 � c 23•01'00" 1349.so 544.07 2715.79 a�INSTALL STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 1000A 6 2.3•m'-co, 1--34.50 5SO-42 2-f2.92 11NSTALL STOP SIGN. I TUSCA,NY HILLS ROAD � I . `''EE AeSmsMEN'T--P-44SE= 2O5 �2 . t;'1WrR1GT 1MPROV -T'RQ.C""� 1ti1° l-7q.l3-I , n^� . I 6M+EtJT$�yN GL/�t � ... - �. f H A �q �� 2D2 203 �CF 19 V I I 2O co G50.2�FL 19 3 m 194 !9 5 �8 1 200 N;a %'6 1 Co 19rT l I ��J ' Q - '�`� 7,.7 r � CP•{� 6 CF(01.6dFL - � 3 � I a'o�' w 4 d 71 T ' 9 Cn7 91' m a,s 4 1 9 U I7a-�. REh10 �. � Pc r^3 9 '' •. :—,— e ..9'/` 2 f r I.. BOgRI�D�57' &gA. - d sQ�� r 1 I I TRGCT EC�a.IQ1F2Y 551.33' � � i._._. ( �g 1- '-► ., c-r tom!a t-74-1-E—4 a ViA SCENiCAA- Ivi W � g 8w ns/. REVISIONS, CITY OF LAKE ELSINORE APPROVED BY PREPARED BY; [(15 OOC D G 5 5NY R RCE 24 50 EXP.12-31-59 Nw==i &,„�,.,` '. r'g TRACT 17413-1 4- - DATE: 7 „us •,� �.��u91778•(714)583-7010 STREET IMPROVEMENT PLANS of r APPRD ED BY; 12$K� NCHMARK; VIA SCENICA 13 N' . SCALE: t"=40' 1+00.00 TO 10+M.87 suEers 5 N SEE SHEET 1 NMK PEBORIPTION BY MPR DATE t- DESIGNED BY: DRAWN 8Y: p.VERMEER , CHECKED BY: PROJECT MANAGER:R.C.OI.rF-1 DATE: DATE;NOV.H6B .. W.O. FOR: F.B.. FILE N0. ... ... _. PLOT_ST IMP PLANS SILT 3 TR 17413-1 -315[0.1561PF. 17413 1052 15-Nr-BB 04:IB PK(62211-0, I' Tom! A 1 0 _ - . I - - - - -i- E I I --I•-- .: .._-: I ' - J .. l,-P NL I - - _ - - i .Y.. .. '1tio r G i j OG• fi CP ' r F � I 1 I L ta ! •J - _e_...� 1 _ � _ -I-_ -r-- 1- --- �--�--t- I - -� --t--• ,---F-- -t ; ���j -T.'� 1 I - r 1. El5 .G�. t 9 lJ.OF 1 f 1 I ! t I I . .L.V � .. ... 1 _ - Ifl .. _ P,1..° 'YC. �po - ---1---j ---._T..� - 1 .r- - - r - ll�m Cn30:Co _�. I - - T._ .7 1 ; '•1•s. 'd ^, 7 '� 1 f. Qs r IP T I • ' , fir ��- � 1 � _ - - - -- - - - ,n CS , r .Q $ E.t 1 -t.---1 i --¢¢ �s l"I S:1 -r 'r 1s ._L. .c0; •y ' * L$ } .. r p II{ ,�_ I 14 ul -- 1 - i i v to 0. % E I.1 .� T T-i __ _Z _.�.. L. . tv3 - CURB t -- •. - +--� ;4 a4 m o N tU Ili � _ .... .T i j 'L J. dl Ip 1r-_O'V.C. E - t 11• - �\•- t c r Q+ 8 $ I j34 G E NT co3o�52 E RL I.E PR OF ILE _ GPERtJOTFEILREL�Il1.l�6 - , cW .. `\.{. • t pl8I1) I gppo N i - - 9 41 IN 3YA- : tl�y 6. 11 . . >n9. I gymm 8 N +�i- ' ( j . 6: + .•j2 os I I I � I 1 1 . 1. TOP OF S'LY 66 r - j U ���•----�r PROFI l.� --'O -S-L I - '- -- '• - -- -�'- $. � ra I �------ - -- Q m -��m.--�--E'---rL-�^ - Cu1z8 T I � N Q $�, Q13CP.Ror-ILE' .i.. 1 = Ifl lfl $ '!1= 5 mN sa.za7: I mm 9 ��. �s • �I I°n 81n 8 >. 9 R �PNr pp I\o OD d 9 "r O : .N 0�. '''fro" \t�r m °' d N .. P?, : N ID N P! Yl+,l, 1p� N e tP d r r r 8 - O Q�qI i N > �. �-D I bi PROFILE 5C4LE m AA 1,WOREZ 1U 3927•. ul � ti/ER T P' 6 I �° It 12. 13 14 I5 Kn 1 - 4 STREET CONSTRUCTION NOTES lO--CONST. A.C. OVER A.B. 3a�2 CONST. TYPE ^A" CURB C6' C.F.I PER RIVERSIDE CO. STD. PLAN NO. 200 W CONST. CROSS GUTTER PER RIVERSIDE: 00. PLAN NO. 209 dOxO S�CONST. ACCESS RAMP CONC. SIDEWALK EECO..IVERSIDE CO.O.TD03 LAN N0. 401. Q/VJ 1/ �'•��`y y � 7a--INSTALL STREET NAME SIGNS PER RIVERSIDE 00. STD. PLAN NO. 816. INSTALL STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 1000A ©---o-INSTALL STOP SIGN. CM44r. PICWY.CULVERT PER DETAIL.ON eWSEf 2 �'. ..•� tib. �` 7• :i.`:.'.`� ppf/��.JQ PLAZA . moor.I cJA w 1►1 Ig,,1Q a. r5 of Q, I c 9 45 5 8 SEE SFIT•i.1412 l0 I-RD s Z =' 1 Q sJrP E 14G.75 _- 76' a z , Y ry _ r� I� 't Lo( L0� r6, ��\ 'pp�,�Pp�\tA '} S i. •..>38.'I6.-- '••i., �fz..• 9 y N a xOQ �\� P✓`_ (0 1°1�. - � g Il f5 fig.. n P1 AZIa t !- ��•20 `' MOC)r. 11 I - -7 11S o 7 `� c12`\\�`„ cP Q p L} br h' a 9 d _ �_ -�� PLAZA AVI LA d 2 DOw"CXZOJN PER STREET CURVE DATA I (9;z=N6 PLW4 DELTA RADIUS I LENGTH TANGENT 09wN ops>iN p O 90°00.00" 25.00 39.27 25.00 - - PER C-i7COING . V I A SC E N I C A a 11°63 oe 43�.00 9044 4s.38 ��YOfESSj� d) STREET CURVE 0ATA C 23°to'04 444.00 157.E DELTA RADIUS "INGTH TANGENT y - •O5 7 1 23°10'04 43G.oO 1-Tro.30 2P�.3 A 12l•27'21" 16(n.2S 8`.34.81 332.27 1 QE 11'rs'3 04' 4co4.00 9Cu.24 4.8•"->D e 121.271zi' ewes424.49 357.25. P 23°lo'ov 4r000 181.0co 92.24 uxulll t Oc 121121,10 214.25 454•.1-7 352.23 c .I L°S3'O4" 4`-+O.Oo 93.9q- 4(u.64. OD S3 w w. 25.00 4ifo.42 22-190 9 P CAltE9�%��p/ _•, I . E 90°00'00' 25.00 39.27 125.00 APPROVED B REVISIONS: PREPARED BY: CITY OF I-AKE ELSINORE m :� _...... -. _.. _. _ _DOG S� na DER R 068 EXP.-12-31-09. __.- -_. . Platn ineerf�rveylm8__-_ _._ .-... ....._-.. .TRACT--1 74 1 3--1--k 4 _._._ - 4 DATE: / STREET IMPROVEMENT PLANS of C`3: APPRO D BY: VIA SCENICA 104-S9.87 TO 154-79.G0 J3 ; HARK DESCRIPTION BY AT4'R DATE SEE SHEET 1 PLAZA AV I LA(w){+00.00 TO 41-ro4.W SHEETS SCALE: I"r4 DESIGNED BY:I [DRAN BY:R.POLICnSTP¢o CHECKED BYr PROJECT MANAGER:R.COUGN DATE: �-I?-b�I pATE:NOV.I9� - O - N.D. FOR: F.B. FILE N0._ 3 PLOT ST IMP PLANS BHT 4 TR 17413-1 -39510,1561 PF. 17413� v�fi fi z15-N° ^04149 PM/622-1-6 - ° t I El' s-3. z4 GUR OPIL TOP Of= S'LV i �Tn1.lOD'V'.C. L .9'3; � - t3.1�R E 111fj y�3S SN i4N �f. D w P.L•/olL Al 9 + 4---I `9 _ V J 111 01�.• 0 m 30.F' 50.00' `)b.5fo' - _. ! _ _ 1. �C _ O.O. O.c. PYL1.ao'v.C._.__._. ._.. __ :- ..-_.. _A. �J $ to .p �- Io. /GlT6RL 1!.!E - m 3 w ?I--vase; ti Q +s uo A/z s PROFILE J - - sri s o 0 ' •-� f •(�'f?� �s SI[' 86` � � 1!1 � pt.e � 48 � -I- o•L .. ! ! _ 4 p j i I ' S � �3 �syZy. J +J NO -�-"� J � i •�IOi � ,. .. `L23y N R--12ra,%9I - ' _ .x_.... , CIS J _ o N IC _U 404 NI CI } i PTw.loo'v c. W D UJN�3 Qr -) ti lat)t.Q• _.. _ U - 4 NOON C'k -•� 5 Loq _ PROFITOP OF lV'LY � o R OFIL.E W - r. ; ._._.• }.._. vt. Lns� u, Oc HORIZ. 111-40'L I - - Cu Re ►�: VERT. t g 19 pT,.I 40 V.C. v I 1-7 Is IC) STREET CONSTRUCTION NOTES I o-/�-�CONST. A.C. OVER A.B. l:l-CONST. TYPE "A" CURB 16" C.F.] P1-R RIVERSIDE CO. STD. PLAN NO. 200 o--INSTALL STREET LIeHTS 1j..�Wwl PER RA./ERS,DE CO.STp.PLAN NO.IOOOA --- - -� - 4o-CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. - _ - 15 rONE71err MOPAIFIEC pq�I�pER a2NP�,�CO.AIL OFLDOo COKlly,�L Glt�O�.•./G,L.D2ot I 19 i91 156 113'7 188 1511 oy Q' V`9 t'Il1t` +13.56, fo.00' 56. _ r I ' L-NJE "c-1"PER D. c ' O.G. Co30o` (n3.00 g$[ed GvC.q A`'9BSMENT DIET. tiaD9.5(p rt N B647 . o. I to I-=-I A IMP nlAh15 _�$ t0" ..�g.�.� -..6 .p�. .��E�� G'GF. � �W - N.c o-4T'00"N! xo _ M.O.C.& C.B. 15 s' C O0- eJ ' �� M.o.G.4`I- Z I iC'A p. A�cg. .aQ a� IE Iq w.-I•y.4• . u2y.��. 2 N ,��.. :.-.. .,..,,,. ' ..,.. " (dp�G •P / �Tc. -';. � 4Op' . I N ��� az.a6• 5e.00' •9_ �,.m• zolz} '�GO'i l(a3 ¢0 1102 1(01 1(00 �. �.42 �� '� '�.� o00• to r 6'W . 15C3 i a 1 Np STREET CURVF- OATA - Q DELTA RADIUS LENGTH TANGENT - L1KL�L �EPRE6SIOt�1EA]L A 03-03,00" 1000.00 53.23 26.62 N.T.S. _ B 0V03'00 1016.00 54.10 Q7.10 - - ~ G vV4G 44" 2.6.00 141.IS 129.20 49FESS�o�,. q .. FID �,Ppy � 03-03'00" 982.00 52.27 26.14 ��16.23.22" 107.00 30.61 15.41kwo� 9 T�. .. s: PLAZA AVI LA w Bs. . 5-S. 4 71 REVISION51 PREPARED BY: CITY OF LAKE ELSINOREco APPROVED 8� ,/ 9� � lfullsakerPAssociates,Inc TRACT 17413 1 44 � r-- DO S DER RC 4068 EXP.12-31-89 PYunMng•ErxglneeNng•S'u:ve�N g - 4 D, DATE: �H s.„„e,cauf, asnta•rn47sas-tom , STREET IMPROVEMENT PLANS OF CF I APPROVED BY: BENCHMARK; .. PLAZA AVILA(w) ' t2.. 13 - SCALE: 1"=ao' � � ICo+41.02 70 20+23.$9 i .. MARK DESCRIPTION BY APPR DATE SEE SHEET 1 SHEETS E„=•-' O r� i DESIGNED BY: DRAWN 8Y:R.POI_Ic-ASTRO S'fT-$4 r_ CHECKED BY: PROJECT MANAGER,R.COL�V--1 DATEI DATE:hSO�/ 1988 W.O. FORI F.B. FILE N0. PLOT ST IMP PLANS BHT 6 TR 17413-1 - 395[0.1151PF,117413^OB5 I6-Nov-BB 09t32 AM'/622-1-6 I F. O.C. tN ,' D a 16 S 11 Cp O 8 N �S LD �pi b �1djN d' Q • �yI � �� R=o.co-r/ � n Iny OIIi �c� � g� g 7� �.7 * +,� : y.9. eN m u m w .S �! �S u� Q� V r F1.G��I 2N - <•3927 4Pi '--z - -wri'I.OF Ica Vb. 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I"-40. VERT. I"=e' 1 I 13 14 co 7 b 9 io 2 4 5 STREET CONSTRUCTION NOTES. la^-CONST. A.C. OVER A.B. Gt7M1JNPRAIN oER k +I I�CONST. TYPE "A" CURB (6" C.F.) PER RIVERSIDE CO. STD. PLAN NO. 200 0A.°.OInI6 PL11h15 N I - - L-CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN N0. 209 4@-CONST. 4" THICK CONC. SIDEVALK PER RIVERSIDE CO. STD. PLAN NO. 401. 5 _- CONST. ACCESS RAMP PER RIVERSIDE• CO. STD. PLAN N0. 403 S "6 1� 7 , l &-INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. PLAN NO. 1516. - - .Fe ._- V g �N 4 0 (U go--INSTALL STREET LIGHTS 9.500 LUM.,PER RIVERSIDE CO. STD. PLAN NO. 1000A to INSTALL STOP SIGN. - Q' 0. 4 14D - ®-cON9T. PICWY.CULVEf2'T PER DETAIL d•I BNEET 2. - `T ri 5 f'� w 51.gy. p►.AZ p, o� ..B'•' - "9 c.. ,.2., •• may,• '• �i�q. SEE �s V � .. •• P6 2 �' 1 .5 '-, �� ' 124 - j /� C? °' c � ?::.. ,"-... a1k� .,yyj6 sp;A A ., +" 00.74 � ��'.., tYpV .. q0:. one- - -.. �• I:. 153 I ' i - � "' � aD � •.. .:� � zap � u � P � s �.� 184 1? 1.._ . i - IJ�I O 9 1 ,•.r. -_� gq:..OD7 � U• 1 - I(o� .49 I 2 ., eP42.p0' ,ry ly {�5 .59 ••.� 5a 4 9 nm IS { n- SN� .. ,:... N Ic08 1Jj �� G,cA 123 6- c,HY t`1=9 9 8 �� � I L.v� ��• 4 � •.',., �� (�• j-- 122 U`� PLAZA AV1 LA Icoca 8- 7�. 120 12.I i A tA� XP5 �.�: v a c ��- oQpofEss'o,�� STREET CURVE DATA �p DELTA RADIUS LENC 7hi-EI.IT M0.24068 - A 04°27'21' 291.B-6 22.70 I1.$G - - ' 9O'00.00- 25.00 B0.21 2500 - ,�� IVI O�\� 1. 25'5e'S-7" 318.00 144.27 -M 40 - - �..QF . OD 32 3l'21" 292•� W.07 62.20 ".5./• S.S. Z W -- 0�'19•oa' 1682,tx, 3go.o3 153.35 REVISIONS: r� - PREPARED EY; CITY OF LAKE ELSINORE �> - APPROVED BY, xu�uakerfyAcsoMares.rnc. TRACT 17413-1 s 4 `"a l O Co-l9'00' 190P-GIO .95 154,82 D G N RCE 066 EXP.12-31-69 Pfmar,tng'Ene"lneeP,,eg'Swn+s}'la8 ie°3r21� 5m.00 170.29 B7.sl I , „ .,��.cafo'e•vza,a:(�laJ.sui,o,a STREET IMPROVEMENT PLANS OF r - - ® o9'1.31 W, 1918.00 311.88 15Cc 2B DATE: . O 04`Z7'21" 273 85 21.So 10.Ca5 APPROVED BY, � ENCHIIARK: PLAZA AVIL.A Z 13 � SCALE: I"=40' 4+Co4.30 Tp ICo�4I.02 SHEETS K 83`29'a 25.c0_ 3Cn.42 21Z - MRK BY APPR DATE $EE .SKEET 1 ;_ DESCRIPTION ,aFt ac twat= tnaa t DESIGNED BY: DRAUN BY:R.R7LICASTRO JI''l DATE:NOS/.190f'J U.O. FOR: F.B. FILE N0. 3 CHECKED BY: PROJECT MANAGE R.GO�)GI--1 DATE: a�y�r ,Hp o . Q G T F 7p „a.,_. _ ,o=�� 1 - .{jl p w, _1 t a_y - O r' pp W >. tom• C. c7' 5 rs Tt OlI! Q ill. r 1/I - ,�4 {- VI N O p .f.a54.7.f W - =C•1!.o n _ - +411(+I , °�q• TOP OF E'LY CURB PROFILE p _ r qQ 0� $ 0 K s - : . s � � DD 0 0 0 0 0 fi a i R• 3GR R-+ Af d } f F1 TAN _ .. b O + I OD ry R8 GENTEFZ�IN� PRO�IL� 0 a -Iti loo'vc. ti] _i _ t N t +N CI V"1• I-i zq 0 PI p p r ur+ S3$.4� W • � rtl 4 1 i - to 6 r: 8 r m 0 $ LR`�-�1� . .. 1 A�•ss> Iq m* m in m "Wmg $ �. o oo rzK>I.a •_a cb• ld Ci Y i N- d (7U�(6 0 (ny1,' R - } .. .. 1 -� 6� V I{1 <� m V ... V d " Q 8 ys�� 0 8� q, Pi. f.. v a c0 ul +d �N 03 $� N J p$q � I pC QP' I1' o I(I E � 5?7.02 10�.V.C. r N Ot lil Q`I� N dtr M+ j 0 p �9 u+ _ PI`SOS.02 � U O Q N Q ♦rn S- TOP OF W'LY GURB PROD ILE m N o N F 10 . 1/4 - o p $ m + w �+ > s o ddm � $ tao'vc. W Lp39.a' tJ N �. $- .�. IILE ;ALE Flb to r. ° pl.` ifs lg oo vc. r �� VERT.' 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N'GAL 17 SS.�• -71 4 / N e' N Gti/� 55.q�• 2 '"2, s 'boy v �J�y ss "f'L ° m _ 8—T ' ss.°'" Col s—L-tZ 1 ZA 83 W �G' 5s.� \° EE SH r NQ co Coco c.R. ��' Ss.�. a o � s7 O S � � ;• �� a QZ oM Qo' f�, N �� "� a '� N` " PLAZA AVILA 94 GF. g E y9M" yl . :...: W T 4• �,-�, �3.58• 47 e cv CD2- CD �! m SN Q S VxIP�B1� 1'Cg2a rNs 4 o u p� �s' a o kX 4V1LA "s� Q �.N - STREET CONSTRUCTION NOTES a e.00, " i1.0Q' U3 11.OQ' `9 m 4 ------ No' < 24068 @ —CONST." A.C. OVER A.B. - �CONST. TYPE "A^ CURB 16^ C.F.] PER RIVERSIDE CO. STD. PLAN NO. 200 LOCAL DEPRE5510N �j CIVIL 3 CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN NO. 209 DETAIL_ AT C,13.N 5B,& CONST. 4^ THICK WNC. SIDEWALK PER RIVERSIDE CO. STD. PLAN N0. 401. ¢n1.Ts. 'j�.OFCR�fFO V ANo 8 do--CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO.4o3 @--INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. PLAN NO. 816. �;/• 'r/ Nz ! REVISIONSI PREPARED BY: CITY OF LAKE ELSINORE �� I INSTALL STREET LIGHTS 9.500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 1000A APPROVED BY,!, / I D ( Sy ER RCE 06B EXP.12-31-89 Hultsnh¢r�AstiOltat¢S•!> C " TRACT ]74]3—.] R 4 i - DATE•3� Plam:ing•ENgb°PerG:B•SuYveytsY 7 It i 77�-IIWb..Jnj—.Ca,f W 92718•(714)583-1010 STREET IMPROVEMENT PLANS or APPROVED BY: �- 9 MARK: PLAZA AVILA(E) L _ . Rvvte EEAD � .oa u sA��oN s ;✓Z$� TN.6. l t00.00 TO 12�'18.4-3 SCALE: 1'=40' SEE SHEET 1 SHEETS MARK DESCRIPTION BY APPR DATE p L DESIGNED BY, DRAWN BY:R.POLIGPST•RO S'11•S4 DATEcNOv 1060 W.O. FORe F.B. FILE --- 1 CHECKED 8Y: PROJECT MANAGERS R•GOUcI� DATE, .3 � i PLSOT'ST IMP PLANS'SNT 7 TR 17413-1 -39510.156]PF: 17413 1086 16-Nor_88 09�IB 8 d91%-1 r1 v, L •1' 1+39.24' L"39.2 u?f3.2 �-LSg o. SaCx9. o C. v ... . .:. ; .. L 15�1.of o.c. m �o.o. tr o.e- � � o.c.Z(y lY O.c. J _ � o. �� _ ti .� _• .. 7 ..�'va q, �_ .. tot�4,81' ,1 - I- III Q W ry4 Ra �F�F a W ]{ N 'e= W m r of -� � %�'u - o.� /F°�4 a /a 9a mo J _ rii �� /I. iQm o I °/a � °/s �,- $.Q. 1� QQQ �" r J '0 o T 1 U I(I 4,,��3 J - Z - i �0p Ito (� Q 5$O OF IIXLY 10 .- 0 570 �o. O 550 CURB PROM LE N P _ a� a� c{t ,ea m Jl - a.. U 0 a +9 40 ip + IP ds .m Ar _ > to .6 0 N_ .. kZ 31rn Z Zl IU cg 0 �'D (n W ZI y� N N� V �m } 5 m NN N N N r W - cy { N9Lp TO 9 a Cy $ 5_70 Y g N yyy + ' o • o t to 9 o �i! C�1� dl - N IN 1{II qq A' p 13y 44 R. 11L1 IV h II' r `�qy OOC 49• (3 Q s N 4. - - _ - a � - ,nI.IR: s.�yOf a PF?OFILE SCALE L`199-83'O.c- w 9n 4 Lso:TxU1 1-10RIZ 1" 40'vc. o VERT 1" 0 0 14 15 lfo I-1 18 19 20 2l 22 2� aw P a 'aoo'ocn' osC. v' U I Qom, 6�r d s $u +blk J i to N F �� � `� = `�- ^ STREET CURVE DATA STREET- CURVE DATA STREET CURVE DATA �+ 2 O DELTA RADIUS LENGTH TANGENT U•r N /• 4- 4• r tl- 1 N DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT u N Is,p �ru M s Q 87°15'00" 150.00 228.42 742.97 Q tI. a'S2' 2L8.00 52-4,'p 2Cp-31 n 08°02'00" 482.00 57.55 33.85 -- U ro �i 6, 08 Q 08°02'GO" 500.00 70.10 35.11 x Icd 43 rJ2' 232.oo C.T.IS 3a,l2 Q 87°t 5'00" 132.00 201.01 125.B 1 bro fi uj y �9 N CO' N V 3>I I- (J Q N N l9 © 12'52" 250.00 4b.�i3 24 54 1 84°09'05" 26.DD 35.72 22.57 � LOCAL 01EP!-P5510PJ 92' 25aoo 73.QD S6.-76 9D°00, "00 25.00 39.27 25.00 o.�. _ __ _ _ _ _ _ © DET61 L AT C.B. NE CaB 4 CoC 87-15'00" 158.00 255.83 160.12 Q w'il3'62' -2G8"� �T8:2co -59-41- LOCAL DEPRE5510N� NT3 DETAIL AT C.g.N- SC P 05^02.00" 518,00 72.63 35.37 L n•12 s7" 232.00 45.41 2z-ra VIA DE LA VALLE i NTc• SEE AS565'3MENT - U OISYRPIG�SE=ROVEMEIJ'i5 pia- 411 Lit- G_ Y Im to Cos ou SEE Silo NO x�o m E N -J� d 6 P vALP N �\ o 'Pfo-. Nev14z'�'w c I��y.c� S r PLAZA 1+ PLAZA 9 MODEh1A •• `� W ,�zJ .,�. '•"$u. b. ,w J i '7 _ 1 L1JCE=_F21vA _ t; IP 6 q T . SEE SFTT.N•11 6 I W 1{ 11 � 9 54iT.Nc 10 � - I 'd t(1 SEE U ,� •_. �.�� {' 1 1u'1 7 •f E Nu -•.Iti ... F (� _• 31. 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PLAN NO.-207 6 206. ,aS/ �:5. 5 / To--INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. PLAN NO. 816. Q-INSTALL STREET LIGHTS 22.000 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOIA REVISIONSs PREPARED BY. CITY OF LAKE ELSINORE _ 90--INSTALL STREET LIGHTS 9.500 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOOA _ APPROVED B � ' a-INSTALL STOP SIGN. • HuluakerSSAzsDciates,h>G TRACT 17413-1 {4 ._ _.._.. .___..___.._._...-.11 CONST.-CURB 6 GUTTER_TRANSITION FROM 8"C.F._T0..6"C..F- DO G SII'DER RC 24D68 EXP.12-31-89 Planning•Eggineertng•Snn:eyir=y 8 �. �CONST PARKWAY CULVERT PER DETAILS ON SHEET NO 2 r STREET IMPROVEMENT PLANS of 13 CONST. BARRACADE PER RIVERSIDE CO. STD. PLAN NO. 810. DATE: TnreeuuyE HrIGdtwaro9277d•p14I593]oJo- o-( T I aCY L_OFPRE5SIC�1 PEr at ¢SIDE co.FLoao co I�ROL APPROVED 8Y= (Z 8 N tv.RK= PLAZA V/�LENZA c3�o. 174J0. c-o-2o, trloo,Gl�) I .vIs�9Y TP r��vLoca�.-vE�Qessl s �•p 13+29.S4 TO 23+40-c* ¢ev,s�caTrkl acs,NS 4�acn� __ia.Is a-�-PPi .^_. SCALE, 1"=40' -SHEETS MARK WMIPTION B7 APPR DATE SEE SIfET 1-... _ DESIGNED BY: DRAWN BY=R.GbL_IGAS'TRO U t- CHECKED BY. PROJECT MANAGER:R. t•-t DATE' -1?-R4 DATE: Nd\L 19e8 W.D. FDR= F.B. FILE NO. 3 - PLOT 8T IMP PLANS BHT 10 TR 17413-1 -39510r1861PF= 11413 1089 16-Nov-88 10.37 AM/B22-1-5 Im I PI . G3Cn.27 o F1- CAO.10 TOP OF W'LY �9us QQ CURB PROFILE _s =N ''N �QR NW l - 7 d; 1���9 Q6> _ ;'_Cl ,q �9 � T +�5 ��y *�, .� ' 6�u"c . c. N c�D rfl N d' a g I� �9 r N ° 10 1 ' m d�" M ai +S 1n N m W N - 13 /moo e . S �o o.c. m I^ SS �� y r a' Q. 14 rr s�' 6 f'p aot_D m°� O Q �i.�V� +a ��' h % �t S E Fi 2T (v- Q. Ip-150,�yo +`� ?_ 4'14 5 dg cl g +N N � +N �N N� �S y V 43 N5 J N cp ` 14 4 v 1 � {s �� �g +v Oa aQ �t�4] o 1nS +s 0 NON N V d' �� G. -� +N N cJN O S &IC . 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Vt0] Ci Piz 629.00 0 V.C. +U t JG > 11 U CJ m PI z P1=627.81 1D PT J. 1�1 31 �z I�.Ca I L=39.27 M ( L=oG 7� PI- GCG. O.C. OG I I I I I I I f 3 4 5 a 9 IO 11 12 13 - 1 - 2 Ac.D.c, ac. � N oc. Dc. •�`,F. A`J ^ 4v Av4 Ao� Av J ����4�. I STREET CONSTRUCTION NOTES o ° ry ,y M la--CONST. A.C. OVER A.B. �, "" .e,,, �� ,' •�� 2�CON57. TYPE "A" CURB (5- C.F.) PER RIVERSIDE CO. STD. PLAN NO. 200 ONST: 1:R055 GUTTER PER R1�A3ZSIOE CO. STD.F'Ll•.hl NO• 209• ti� �VQ /.�: �' V_ �•�� I� 13O N �Imr �1 d Ij M1 "LrCON57. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. 570, PLAN N0. 401. �0�• /P �! kq �� - '�� Nu _� E �� 9� u N� a---CON57. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN N0. 40 - ��7/"' d r� ' a--eoM6T. .,--..� [K�REES:oV P'ER W�ERSIoe=Co.FLOOD GCW-raou 6�.Owe LA•2o1 / % L� ��+� a �`) �O S mN �0 �0 C_0 �u - 7�INSTALL STREET-NAME-SIGNS-PER-RIVERSIDE-CO.STD PLAN-NO.-616.INSTALL STREET STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOOA - 1 i2`- e'6�• - - 3H36, I�n yor °"c' Ilm Ilq� T,,� ,2.�y 3� ,I� „m �.m INSTALL STOP SIGN. lD Qp; y, 19�s• L o` o.c. o.c- o.c. o.c o.c. ac. o•c• 12 CX*4iaT.PKwV.CULVERT PER CeTalc ON sNEET 2- LOCAL (�EPR1='S510N - DETAIL AT G.B. Nr 14 6 �,j= $s 133 LOCAL DEPRESSION +� NYC .2 P DETAIL AT G.B. N°13B 19 ISA N.T.S. 125 Gam. $Ft :• 135 VIA LA VALLE Na. 1 b DIgTRI MF' T 45� / �;: \ ij 70.b. 1 RrV6MENT'S VI� � •••ry 9 N ' llm� l23 - j v ala a yym PLAZA6,c� N _..• Ul ILA m � "/Q �5' �Z 31.pp• v q,�8'8P•IB�C.gs 9�.`4�, - 10 �w N mfg �() SEEr�06 (I r 7 1 I. S12'I5 L s` _.. �` ty yp $II 1 6• „ •.. � �� _ CURVE DATA .� ••...-..•. -.•.•:•....., '�.. g, E ..• Q DELTA CURVE D TA TAN6Elff Q DELTA U RADIUS D LENGTH TANGFNF •(� il, �) ' ' A A I ' �,� s>ro,• I go.r5' 4 `�•68' 7 `:; "a"'� 5D ���'� ��°j�' A 87°01'10' 25.00 37.97 c^3.73 rc B7°42'47" 25.00 38.27 24.02 +�I Q? Ai 09131'36" 518.00 85.13 43.16 L 09,31'36' 500.00 83.14 41.66 3 3 �`�P• q c 10*33'36" 282.00 51.97 25.06 Q 10°33'36' 300.00 55.29 27.72 U QOFESs1p�_ - � •• qg',�•P SEE A 0? D 90.00'00" 25.00 39.27 25.00 Q" 62°38'35" -150.•00 164.00 91.28 1 '11 a� 0 138 � sHr NQ 6 '? / PLAZA W [ 62.38'35". I68.00 IB3.6B 102.23 0 73.55'35" 200.00 258.05 150.51 117 u O� rk SIi� ��� �l) AVI�q 1 /V •p-� P 73'55'35" 182.00 234.03 136.95 1w NO.24MB z: a<..� U x 2 f11 m m �,y =4 c 73°55'35" 218.00 281.2B 164.06 t e 7 j _ rt 8 ex + al�Fti Q 62'38'35" 132.00 144.32 80.33 1 10°33'36" 318.00 58.61 29.39 j�OfCAII�Op� O - Q 09•31'09" 482.00 80.08 40.13 ++ PLAZA VALENZABY, REVISIONSI PREPARED CITY OF LAKE ELSINORE f0 _ APPROVED BY / D G S/N RCE •06B EXP.1 2-31-B9 _ PlanHlining 6rngineeH�Survv�e.,rig TRACT 174 13- 1 4 4 of ' DATE. 71 Nr^ghes•In'-,,C.Iijomz.92718•(714)583.1010 STREET IMPROVEMENT PLANS of r•� " I - APPROVED BY, {y I e Nc AR PLAZA VALENZA � REMISED PROFILE ST4,10+33.To STa.18+29 n _ - RevleSo ram.51v.4 Lm.,tee Loemnys a-T-r» T.NG - - - SCALE:. l""40' _ - - -... 14'00.00 1"0 I3+29,94 SHEETS .-- MARrc DESCRIPTION Sy APPR ATE SEE SHEET ) .. 8 I_: DESIGNED BY, DRAWN BY. D.VERMEER 6`r CHECKED BY, PROJECT MANAGER:R.COUCH DATE:.S-t'T-k4 DATE: tJOV. 1988 - W.O. FOR: F.B. FILE N0. PLOT ST IMP PLANS BHT 9 Tit 17413-1 -395[0.1567 PFi 741 ID66 D -66 10.08 AM/622-1-6 1- pp 5001. I ; 5aC� 40 Top OF WILY c9 PI:taOl 9. 02G, cuR B PROFILE _._.. .. 39.27' 2 11 oaa4w4� NP w� hR^ 200'+�049 w $o`� 88 58 3 sE pn O�OVN Nb 'IO�k0 P1�59 00 m.N o E, _ .: .. - t" 6 � Q0� �Tvd 9 ON Or N 1pf1 C0 O.50 r 5 2.tAo%. cRCWN uue•122.4I211 CEtJTERLWE PROFILE (P- a i tp1s4 ci op �y5 4b 8I� 1-' } u pt�g4y' u 4 ° H H , qpp qG 36 14tv e o p 8 �9 m ?4`� 1.5 m +5 m at Q.t py Rn I0� � r T" �1�y .,1.0•„ ... .. I i Otnf�tn0 O O� N?� U 0 aon+b ° ° or' k �� • ! - - - gri3OO .V°' ti� �v!\ Out Oa +P d� *N .� ,�n •�� O W NO. �10+U) i-' _ o GOO to td _ 0 c d W tp N N- Z 0 I Om�a Pci Nut oN o g1Q m� TOP OFE�L.Y °- Nam. 8 51 2s °m °o° ;� a ° $s• a$ �'� c$ S9 CURB PROFILE 8 « m + r FTN.40'V.c. t om qv bra dN oN $� Ntr n n g� r - OO Sri _ pS r I 4r0 N fL, ° Qt0 «Ln 1p��.6• 0 lipp' ��• o$ 1n 2C� 9g.4`1 j - - p1oS -7 a 9 7. 4 5 6 I STREET CONSTRUCTION NOTES ' to--CONST. A.C. OVER A.S. '@--CONST. TYPE 'A' CURB C5" C.F.1 PER RIVERSIDE CO. STD. PLAN N0. 200 U 40--ONST• GROSSTER CO.PLAN NO. .SSTD.zPLAN NO. 401. _10. STREET CVRVE DATA ` a�CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN N0. 40 DELTA RADIUS LENGTH TANGENT _ INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. PLAN NO. 816. A 02"45'00" 49i3OO ea.90 II" 70-- � - ya--INSTALL STREET LIGHTS 9.500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 1000A O 02-45*00" 512mCO 24.57 12'2 r ®-INSTALL STOP SIGN. c 211`4d 2S 38.00 D 31°4d 25' 106.00 ee.70 30.Cs4 ._444 100 23.23 I Lean _.. I D II 22.41e'I-T' 30e.m a I t28 aQ I 1 PLAZA j VAL.HnI'ZI� en 3� I ,L N� j SEE SIT- 1JQ 6 _r 13—T I t 3Co { I 134 133 132 131 150 I - r ti •, � 4 -7a.40 7p.00'a SS ' • `cg j�p c!'�1d4_- I ,"� � i 4 �I+' 2 .' ''' 66.m• ..6g.m'" •I�.od YA'-La 1 L. 9 ,,f• 51.03'• 2a.9fi' sd.eo' 72.00 GT.00' 5511��.. 0..8 � CO m 10�5 1 8 1 m �04- 1� � � FESS V 40 !0 10 Q coiq �o0 101 102 �� PLAZA LUCERNp► F Gam+ 7 V PLAZABC IVI •CALIF: �� Z, .. 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U DEBCA1PT10N NOV-I�PJa DRAWN BYI D-VERMEf:R DATE:�.'.�--v-l— DATE: R�•.,,r.l-1 -LOT UT CHECKED BY: IryP PLANE BHT B TR 17413-1 -395[0.1561 PFt_174 1OB7•1B �O9:60 AM/622"1- Tf ffJ1 Z DESIGNED BY: PROJECT MAN G R• - ,- _ .. .. .... .- ... .... ... ... ...�—,-...Aw«ar---...:.,-._.....:«:....:...,.....:.w."......�_-�:,.�.:,..w.,.,�..:_�...:...w...�n.,,�:.�.,.._�:..:..:,......:.,.�..:,.:....,..:.....«.,,.....e,.•..w.�.,...............:....,,u....�.....,...,,::...«.�M..,,._.�:.«,..,..M:..,.....r,.v..w..�,....�.,,:.,..»�::»...".w..�,...".._:...............�... too, TOP OF G'L.Y m pl. .7 L='A>.27' s g CURB PROFIL F-- PI= ;g 2 U S r O.G. ¢^o S b r ;w <N TOP OF E�LY 4 �' �,c• +a s^ 9 mN ui o 1' 010 0 NO za a R= CURB PROFILE_ o,n t i0 * 0 P r ui p w r a os6 u �• Pfu.cF 35.ffiv v o-r cr N m c. W y c to 2'-� PI<446, N Cds +IA nV SO ,(1Np-_ mKI K eo.ao' NN N� o19N� "Nm 0'O m1/k /4'I4�A4� w TAW • Piet GEN'TERLI1.16 - - m +n c. PROFILE m m R•8.47B9L o - o�'vc. 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I"=V l) Pl-az1.4C, Pr.'-158.53 15 1 ►0 II 12 13 14 3 4 S CD 2 STREET CONSTRUCTION NOTES l . I �CONST. TYPE A"A" CURB IS-ACBF.7 PER RIVERSIDE CO. STD. PLAN NO. 200 O3--CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN N0. 209 4)-CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. ' 5a-.CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403 IINSTALL STREET NAME SIGNS PER RIVERSID '"Ci1-. STD, PLAN NO. 816. - �10 IINSTALL NSTALL STREETOP s LIGHTS 9.500 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOOA C�4UWS T PKWY.CULVERT PER DETAIL C*J SI-HC 2. .. ... �� g >� PLAZA VALENZA r SEE SHT. A19,6 45-07 In �5 9Cn �� �S ti ,�Pi - 7 dw � `fit- Py'1Y 0 r .': ::o� ��� 'r•�� d 32g9 Gs.ro m al �.m ca.m' 3 ea. aa: R r� 0L qp S 2� .uqF .�.• � ¢., . ,.4., ..2. qw . .�. .•� ... 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S.S;,,s/ PREPARED BY: CITY OF LAKE ELSINORE 02°45'00" 484,00 2?3.23 II.G2 _ - REVISIONSI APPROVED SYr� B 02°45'00" 512.00 24.57 t2.z9 n xunsnlaer6Associates,hlG TRACT 17413-1 f 4 I I ro D G SN ER RCE 2f OB8 EXP.12-31-69 Plawdg•Engin irg•SurW0N9 p 02°45 00" aea.ao .:s.�o n.gs �rl�s•ra=>=Ie.Callfa a92778•m4)583Z010 STREET IMPROVEMENT PLANS of t DATE: APPROVED BY: �qv - BENUHM K: PLAZA MODENA 10+60,001�1a+1Co91 � N� . ego7yoxrTER:GWIN6E5CURBRETVRN K.K SCALE, 1"=40' R0,15GO OE LDS R105 NN REVISE 6zREET PROil4 Itt3�]Tp5fA.1 +16.91 Mp SEE SHEET 1 SHEETS 8. KARK pEBCgIPTION B7 APPR BATE 1 i•00.00 TO 5Y4-4-A?p r _ 1 BY: DRAWN BY: q.VERME6R u.0. FOR: F.B. FILE NO.- DESIGNED3 UI i 1 R.c-,pE� DATE: �'!'}-R9 DATE:I�lGY.190E PLOT ST IMP PLANS BHT 12 TR 17413-1 - 396I0.155IPF, 17413 1091 1(j--N -BB 02.14 PM 1 622-1-6 - O.G. O.G. QG v G" > 8 p1 S V�j 01 K P . 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PLAN NO. 1001A DELTA RADIUS LENGTH TANGENT H T RADIUS LENGTH TANGENT STREET LIGHTS_9.SD0_LUM. PER CO. STD. 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I 1 +r i - DN ory U r 07' sW �� °off Z a-t.o./• _L_ _. .SSp .` d n Q O r,1n M tu Cnd0 NON Q0140 t_ 13 W NN 0 O 41 O N6i �S 6T.tl` p j Nj o� 0000 +h N 0 OD �0 0_ F ,t O $9 u ou ,-q�vn N o Rr No $� KF0 y TOPOFELY ui 0+§ ON sm r m? 6i oN $r N� '� aon 8 CU�tBPROFILEg°� :8 ar -� • N r pj m o a' Gq'1�0' 0 r o a o a. `t �} •� � `PTN.4c7'U.G. - N a + prlR 4' !!8'g lq• oo NN +� s0 m 7o.G Pt•fa9V.lal y. P p Kn�1 to ZO p.V,C.¢9 + P1 gg. 4 5 b 7 8 9 STREET CONSTRUCTION NOTES �^-CONST. A.C. OVER A.B. ° 2Q-CONST. TYPE "A" CURB E6- C.F.] PER RIVERSIDE CO. STD. PLAN NO. 200 �CONST. CROSS GUTTER PER RIVERSID=CO. PLAN NO. 209 6 210. 4 -CONST. 4" THICK CGNC. SIDEWALK P-ER RIVERSIDE CO. STD. PLAN NO. 401. S�CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 40 STFZEE-r CURVE DATA Q-INSTALL STREET NAME SIGNS PER RIVERSIDE.CO. STD. PLAN NO. B75. 0 DELTA RADIUS LENGTH TANGENT 90--INSTALL STREET LIGHTS 9.500 LUM. PER.RIVERSIDE CO. STD. PLAN NO. 1000A 02°45.00" 49&OD 23.:�0- 11.95 @-INSTALL STOP SIGN. a 02°45'00" 512Lk7 24.57 12.29 c 2.n14O'25" 35.00 MO.99 133.9to D 3i°4d 25' 108.00 51D.7o 30.44. E 02°45'00" 441E-00 2•5.23 11.CEL ! ?-V 4<.,1'I•.. ...3c0.w -...IZ2.41.. ._ 62.02..... .. .. ... .. . ........ ...0... .. ._ ._ __ ...... .. .. _ .. .- .�.. a 114 1.2a PLAZA i VAL6NZ.A s / JI J\ SEE SM- µe a a. 13 1 13Co 3S m11 ` _ i. ►34 i33 132 131 150 r ry h c 115 �u 2. 61.03 29A4' 65 toG' 74.4.0� '7].00'd 55. 55.00 S5. 55.CL7 86.Ce3 42.f0 ::. $ 1 a SS ' 1 p 2 9 1 f "7 .0z 2 2 .. 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FILE NO. -- 3 -LOT 5T IMP PLANS SHT B TR 17413-1 -395I0.1567PFM 174�IOB7•IB-N.AD9.60 AM/B22-1-6 _ .,.a..4............ ... ., .. _ ._c-m: -_ ._ ._.:.:. ....:..... .... ........... .::_. _...... ._...__. ...._.. _..... _ ..._. ... .._... ... ... .._... ...... .. _ .. ... ... .. .. .. ... ..._ _ ._ - .. .... .. .. .... ..... ... .. ....