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HomeMy WebLinkAbout90-100_90-111 A... - GENERAL NOTES CITY -OF- LAKE EL5 1NORE V I. 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 46 MRS. PRIOR TO BEGINNING OF CONSTRUCTION. PH. C714I e78-2031. -1 Q. THE DEVELOPER WILL INSTALL STREET NAME 5190 CONFDRMING TO TRACT 1■ I7 4 1 ■ - E COUNTY STANDARD No. 816. '�.., / 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE CO. ' ' - ` 8 ROAD DEPT. IMPROVEMENT STANDARDS AND SPECIFICATIONS. , - DATED /+'-��•�2 STREET IMPROVEMENT PLANS COUNTY ORDINANCE No. 461 AND SUBSEQUENT - ^` • ;:: -' � `� � �',� a AMENDMENTS. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER. TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED ` -,.--�`•" ii BY RIVERSIDE CO. ORDINANCE No. 451. _ 6. 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 - r - FOLLDLING, BEYER. LATER. ELECTRIC, GAS AND DRAINAGE. 7. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE RETAKEN AFTER ROUGH GRADING TO DETERMINE EXACT STREET SECTION - - , ✓ j =^t REQUIREMENTS. USE STANDARD No. 401 IF EXPANSIVE SOILS ARE _ ENCOUNTERED. _S. ASPHALTIC EMULSION EFOG 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/SQ. YD. ASPHALTIC -- .EMULSION SHALL CONFORM TO SECTIONS 37, 29. AND 94 OF THE STATE STANDARD SPECIFICATIONS. 9. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE No. 45053. 6 O 10. QUANTITIES ARE UNADJUSTED FOR SOILS CONDITIONS. REFER TO BOILS REPORT FOR ADJUSTMENTS. - !E 11. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED < +k " " .STREET LIGHTING PLAN. ' LEGEND OF ABREVIATIONS b SYMBOLS c T.C. ---- TOP OF CURB ELEVATION P.R.C. ---- POINT OF REVERSE CURVE 1 F.S. ---- FINISHED SURFACE M.D.C. ---- MIDDLE OF CURVE _ F.L. ---- FLOWLINE ELEVATION P.C.C. ---- POINT OF COMPOUND CURVE E.P. ---- EDGE OF PAVEMENT P.O.C. ---- POINT OF CONNECTION C.L. -----CENTERLINE R. ---- RATE OF GRADE (w,u,mu-) �'O.C. ---- ON CURB C.F. ---- CURB FACE • LEE SHEET see SHEET R/W - RIGHT OF WAY P•I• - POINT OF INTERSECTION C-- (wu wIW / wit10 ✓ Ng 4 B.C. ---- BEGIN CURVE B.C.R. ---- BEGIN CURB RETURN ' _ SEE SWEET ✓(FV4A-ILA) (rt mamE ) E.C. ---- END CURVE E.C.R. ---- END CURB RETURN NY S SEE SHEET SEE SHEET V.C. ---- VERTICAL CURVE 100.5 ---- PROPOSED ELEVATION We 12 - - B.V.C.--- BEGIN VERTICAL CURVE L100.51 --- EXISTING ELEVATION E.V.C.--- END VERTICAL CURVE L. ---- LENGTH v4PRRrn,Er1Er�T nesEFrr�c-�.'T - - C.B. CATCH BASIN DINT• INTERSECTION O,e,TM1i1CT _ ' - - CB. ---- CURB R.P. ---- RADIUS POINT �e /; • i --- a ,s a a z I-AN. ---- TANGENT L.D. ---- LOCAL DEPRESSION (PLAZA rnw - .,,� ---- STREET NAME SIGN --- STREET LIGHT - 1 - _ =i .'� 1 e �- � SEE'HEFT -_; O ---- STOP SIGN. •• t.. ll ' (NA 9LENIfA) - F n SEE SHEET - - - ,• - g r--1 WE g SEE SHEET 1 n N4 la Ne 4 ✓ I iw 's w 'SEE'SHEETSF- SHE W. � Y � QvaA urFxwq m s, N4 11 .... L.• 10 ✓�\ 21 oj� J7 f ' (PLAZA V-Z-A) ` - ^D / 20 �� Z 1 Q1'SEE SHEET 1 n to - 1 � � �-- me S ., ?0 17 _ I f Z ppRGEL 2 - SEE SHEETIC s TPTMS 11#-1 1 LNG I WEER NOTICE: -- , e �" � s u i� ��s WO OF RE � I 1. "CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON- 4 • q V. I SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 1 s THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED • - TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY �ORGEL- P^Qr.•CL ,4, _-•"i, (W A� t AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL _ LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF _ -� WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE - - .. 1-/41.-4 Fj •.,, - 'i BOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Mf t 1 N 2. ALL UNDERGROUND UTILITIES OR STRUCTURES. REPORTED OR FOUND ON I N D EX M A P PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND %CA.LE•p.500• - .1 '" K EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH - - ., I '. THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND HOLD THE ,, - ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCEto OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED VICINITY /T^T T y M i ION PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED ' - --. `f 1 - - / ., ,/ ,y y u y N 1 I I MAP OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE - PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES. - SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE - - _ PREPARED FOR: Fief - UN CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. `T)-��- 4-�•�E BEErJ REv(EWED GQR coMPup.1.ICE �T '}}yy����p�+rpo -'t17 WITI-I THE Q.PPROPRIATE C01.1DITIK�AIS OF DEVELLJPMEtJ'T' / HO1LlG�7 V�G9-i 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR. AF.101OR cj'ry OR STATE Ld.Ws,GND 1.-0VE eaF =wwc)AccEt�T�"�" OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. - -�oppoFcssar'r4 _ _ North Sheridan,. Suite 117 ENi°w:Iva�s ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE ,�°' fl. pF�a ` f ��'1�issQ,•,y $•/7-A� / COCorona, C7+ 91720 ,t N Z I f APPROVED BY THE PREPARER OF THESE PLANS. k• s "! - ' - ` (714) 279-1060 FAX (714) 279-8019 .� �< _ _ _ x -� plTcc, ftO,JAL.D F.K19ZC44NER,PELF b122P� _ rF dF� 3D'7 Ib I 'l6 Q"CALlf : £ 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- gp - - BS/ S.S1 - Z W (0 CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO - PREPARED BY, p � C THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION - - s�'/ / - REVISIONSI APPROVED BY _ CITY OF LAKE ELSINORE FO> ' 1 Z HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDIC- ,,��J! pF _ U € ' TIONAL AGENCY. CONTRACTOR SHAL ASSUME RESPONSIBILITY FOR ALL J f/unsr�A:erF,''hSpockarAes.lnt-� ACT _ d10C -LADD Z CONSTRUCTION,FOLLOu ALL OSHAIINEPA AND GUIDLINESOTO ASBESTOS MINIMIZEPRODUCTS MAZAR08. 7 i REVIsen sr.FIANSpaoFLESM;j OaANI/I[sSer. w' • µ DATE. D UGL 6W DER RCE 21 6S EXP.12-31-89 H� -92718(714) '"010 STREET R IMPROVEMENT�PLANS OF 1 O _ - FOR REVISIONS ONLY 9 ! - - :0 G7 GV 4-R LlEr l I SNT 11 K-K. BENCHMARK: S. hUANTITIE6 SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. 5 APPROVED By, TITLE SHEET NF >1 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES 4 REVISED s vl E EP O 0.8 MILE N.E. ALONG RAILROAD CANYON ROAD IwII PRIOR TO RIDDING FOR CONSTRUCTION. _,� © 5.1 Revlsr CWTc e6kllwr<Lea_Rees-SxrtS.-I,gt9 0-7- ru.e , SCALE, 1--40' FROM INT. OF STATE HWY. 71. 373 FT. N.W. - SHEETS /04 MARK DESCRIPTION BY APPR DATE OF RAILROAD CANYON RD.. 3.0 FT. S. OF - NN DESIGNED BY, IDRAWN BY, D.VE:RMEEIZ I P.P.• 14090 CWT. 1.0 FT. N. OF MARKER POET. L ED BY: P T A •R.GOUCN DATE, DATE,NOW,Mae BRASS DISC SET IN TOP OF CONC. POST. W.O. FOR, F.B. FILE NO.- PLOT TITLE YNT TR.1741.1-1 6T IMP PLII-S96[0.16 PF, 41A7WPIW f' 68 10,19 AM/GN-1-5 7 r W PER FLAN I_T U ESTIMATE OF OUANTITIES pw NO DESCRIPTION UNIT OTY. A• r4o N BAFFLE STREET0 M(PLL CONST. A.C.CD/ER A.B. 29Y,086 S.F >€ Q CONST TYPE"A CURB CG"C.F.) PER RIVERSIDE CO. STD.PLAN NO.2W 19,684 L.F . 3 CONST. CROSS GUTTER PER RIVERSIDE CO STD.PLAN NO.2O0 6,354 S.F. FLAW A - 4 CONST, 4" THICK CONCRETE SIDEWALK PER RIVERSIDE CO.STD.PLAN.NO.401 69444 S,F o z IN4"R 1/d"R 5 CONS-T. ALCEC-lB RAMP PER RIVERSIDE CO STD. PLAN NO. 403 IG EA. Q CON ST. DRIVEWAY APPROACH PER RIVERSIDE CO. STD. PLAN NO.207 i 206 = �- • 7 INSTALL STREET NAME SIGNS PER RIVERSIDE CO.STD.PLAN N0.6YG. ' INSTALL STREET LIGHTS 22.000 LUM PER RIVERSIDE CO.STD.PLAN 40.1LU1A - j. I ; • _ 9 INSTALL STREET UGHT5 9,S40 LUM PER RIVERSIDE CO.STD. PLANNO.1000A, 34 EA. 10 INSTALL STOP SIGN (c EA. j. I• •4C C"O.C. — 1 CONST. CURB i GUTTER TRANSITION FROM E C.F -to 4 GF. -- q FA.W4Y •�; 12 CANST. PARKWAY CULVERT PER DETAILS ON SHEET N0.2. P I• -; I3 CONST. BARRAC:ADE PER RIVERSIDE CO. STD. PLAN NO. BIO. 1 36 L.F h T �4�G"O.C. 1 CONST 1'v-w DEPRESSIOIJ PEQ RN'ER$IOE Co.FLOOD COed"IROL .II EA.WAY STO. [74JC7. LD-201 MCXJIFIED EA. Is CON9T MOOIFIED C47 MH BASIN NO.I PER DETAIL HEREON I Ea4. 1.. 71 I(o ONI L�-1.� 1S'Pl2e60 10t,j PeM RIVER E SID CO.F O ONIT L LODORO IS TYF± 00' UNREWF. A�y� O K1/OCK OUT `PLAIN O>1.IC - II "1 • �� _1`I KNOCV-0Uf N RPEI IQ��� � 2•c.� :: " I ee4e O.C. — RFE CAP titit 64.WAY TO UrL^T MEET EYI6TIN0 Ell¢g N-9- CA6 B CGFiJII.I(i' �5 V Na+rwN.4n6F,ccEr 4" UI-+I�s on+ertwr•Exl� - � Gl mol"!OREE OEELLEOF +e'6RA4E!_ FILTER dOe ovts�..I� 1.V.C.PIPE CCNN6CT�ON (2") FABRIC BCaCIN LELJ=.VLCTION5 AT oLtTER OORI.IERS WI-MIN CONIC.MJhLL FOR 4"DIA.PERFORATE �cung ANCIJORAC�E. RPE (P'ERF GOWN) BAFFLE WALL 'E+-' ^I aJ c�FJ.IF��nLP�InN.lc r.10 p 7--/ sR. MLF &A IC*,kl GRE ePSCIr=eO,THEOUTE4 emae OF'""^ DEPREEAION CTION A-A REINFORCEMENT 4��MR eIIALLc�leaeMTo=1-41e eo z lsr�rT ELvavQc--. .fl•I. BEND ALLW=M,RE-EN&Q--INTO FRONT B.RE4R WALLS OF 1254SIN. - C.7E2MIN4TE ALL RE-6ARS 2" FROM EDGE OF KNOCK-OUT. 09.FOR RFMNFOR=ING IN BCSIN WALL,SEE STD.DWG.NO.CBIOCo. ' 4.IMMR TO RG.RQW.G.D.STD.CNJ6.NO.C8100 FOR ALL NOTES 4 DWIIA LS. L MODIFIES LCKllnL [DEPRaselo I MODIFIED C4TCN B4SI N NO. I DETAIL � DE.TTD,l L 4 FNd9 1D al 4'-0" 4• 3 12' ,• FLATOUTLETPER I I , •3TIE 6GR8.12'O.G. N�3D2 g � I GLOM LAZE PARKWAY CULVERT INLET ' Zx `SECTION;4-A IG GNR ' rOR PIPEALTCRNATE SEE DETAIL. 1'4 2-CY .. DETAIL'A" 'A"AT RK3HT 0 - pp - � Y � DOWN GROAN -' _-. -. • _- -_.._._..�__..._ i SLogE.!d•PPJi ccoT _..__-. .. -. � NO" � g —NGO.N t SECTION B-B" _ IN Z BAN GNAW G/ Ao, p,1 O1 �,•1 m •ETIE BL1R�.11-G.G. - - - L S N4CI4 R •7`A/ 'YM ,�/N/ -V•'• •Nor,,uo ea v OCQ ANGLE TO N V'��O CULVERT. ._- DRAIN TO�„V�f[IFI�D -1N FIELD. N y "AC al"s -_ _. 2' NO 14• @ ld• W.C. GUTTER FACE ANGLE ANCHOR DETAIL 2• I '' CaC! IN DIRECTIONOF FLCNN a - n 4 A, 4: .�FLOI"i sTA.As sl-IaNr.l oN anl..l �,;> 2 1 2 - 2 I 2 co sec-nov l �-OrZ •TYPIcY1L 4 TIC»'1 FOR PLAN - - OUTLET DETAIL GENERAL NC3TES f~�� �"` �p 44D' R/W 5p rt/w N 1. I='LOOR OF PARKWAY CUWERT SNGLL LIGVE 5 0 NT.6. _ Z 2.69' Y1J 5 - •ST'ErCL TROW RI EL IJ164.4. ._ �. � - TOP OP CURB 7RM161TIOMl y i _ cl Q ' �•..S. ALL EXPO,ED METAL SHALL eE G14LVpr llZEfl - •' Q• AFTER FGB2lCATION4. ' � m e u riA IVI �� N ^f 9, 1 E4GkOORCING 9TEJ=L SLNAL.1_B r-IP-R INSIDE CIF C41WEiZTU1JL.E�.yS CT1�E'RWIB6 PREPARED BY. (9) R m No 7RAKMCTkok ARDRJOWN ON FL/WNa REVISIONSI APPRO�DOUGL' BY _- - _ CITY OF LAKE ELSINORE . (NOTRANr8ff101J FOR 19•G.F.) -_ < �O Hunsaker 6 Aa>ociates,Gtc m OOC r1o.n.Nyq•e.,�1..ee.N.N�•s...=ryN.eg TRACT 17413-1 i 4 a S DER RCE 4068 EXP.12-31-89 d z �TL.ee NugGa•/nMe,GY/fonLLa 9177B•(71I)38,37010 PROFILE DATE. STREET IMPROVEMENT PLANS of r- O APPROVED BY. jtj _ = TYPICALS AND ESTI MATE OF N w ' O "- REVISE G.B.N•1 pETe.IL-PL4N I.• SCALE. 1'-40' PARKWAY CULVERT OUTLET """ 'n'"' RY APPR DATE SEE SHEET QUANTITIES By 5 W DESIGNED BY. IDRAWN BY, D.VERMEER O� C ED BY. ]PROJECT MANAGER.R.COLICH DATE. �1�' DATE. NUJ.I906 W.O. FOR. F.B. FILE N0. PLOT ST IMP PLANS BHT a TR 17413-1 -3% IPF674]YIoai j D -M 1 .16 AM/6}2-re 4id[ Z -no -- - - _ 4 -__ __- - ol Y - a .� OF1LE - 1 4- - - - - _ - — — N _ - 78 A, - _ - - — - - — -- __ '- _ •. _ _ ,, _ � _. �s� 1 E _.__ to. - � -: 13 - p . t. - _ 13Z to _42 m J - _ - - - - + _ - - - 0 — _: - - - 0z 31 47 _ _ _ _ - Ilk- s - - _. s IFIU T4f R Q. TOP - - - -41 OSL_ - n,_4 I 2 3 4 5 G 7 B 9 10 11 STREET CONSTRUCTION NOTES 1 STREET CURVE DATA - ta—CONST. A.C. OVER A.B. _CONST. TYPE 'A' CURB OS' C.F.) PER RIVERSIDE CO. STD. PLAN NO. 200 DELTA RADIUS LENGTH TANGENT -- —CONST. 4' THICK CONC. SIDEWALK PER RIVERSIDE Co.ETD. PLAN NO. 401. - "- - e 23°07.00' 1362.50 649.72 278.b5 �- ,. ' c 23• -1,00" 134E.50 544.0 7 275.-79 i —INSTALL STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 10OOA. D 28.OT00• 1334.50 530.42 zmer2_ A _ ®—INSTALL STOP SIGN. TUSCANY .141 LLS _ o ROAD 205 di 4 bISTR�ssESMw e M N f 7W4C•T "z 1-7 i I 204 "ood J H _ "3 202 203 F ,5v 00. w 1 z 19 2 19 3 201 co 50.?fi FL d 194 200 �,�• _ N o Z -1 195 t z. _ • ' I. .. 51• : ,W 4 ... .. _�6. 1i. 3 G7.91' to a•T.t6 � �' 4 C. I 2 I • a p B _ 13d J 1131Ry -nZ&.CT t,!= 1-7413 a VIA SCENICAg � o ss. Z PREPARED BY REVISIONSI - — CITY OF LAKE ELSINORE m�APPROVED BY L = D K m Hunsaker ss l ` G S 1 „ TRACT 17413-1� % 4 Z ' DATE i H:R�'•� �.�a1 �917A9•(7,OSR3.1010 STREET IMPROVEMENT PLANS OF _ io APPRO ED BY. i2$� VIA SCENICA 13 N m -- - _ SCALE I 1*-40' I+0 00 TO 10�'M. 'SI-IEETa �9 W MARK DESCRIPTION BY APPR DATE - BEE SHEET 0. - a DESIGNED BY, DRAWN BY, D.VERMEER - 0 r CHECKED BY, PROJECT MANAGER, R.COLY—H DATE._.�y_ DATE,N0\/.1505 - W.O. FOR, F.B. FILE NO.— PLOT3p'-- } ' BT IMP 3 TR 17413-1 3051 - - CIS PM/522-1 B lz yLAMB BHT - O.i15,61MPFK. V413 tOB2 1°Nov D1iO4 MW M=MMM_ M=MmMMMMM==== ==IMMMMMMal • MMMMMMMU MEN ME MMMM mmmm===mmml MM =MMMM, bliw- M=__ MEN ====M= --a= =M0 =-==M=== Em— MMMM ==M=Mm= MMMM===MM I mooffly,&CER NO= MEN, wMEEMENOMMOMMEMMOM----MME= EM =M —P-0 i Ep MC. 0 —====ME ME MffMMMm=MMM_ AM@ HE L Mw Ma N CM 21 mmm-: a M_ == . mom re 9 MEMIM REM: =Mm M ==MMN= 0A WERE W =M= ===Mmmm am MM M_=__ MOU M ME= -1 at ROOM MEN iN MMM==MM_ Emu a M =M= a= MR 2MEMEMMIMMEEM m ____ _= moi -NMENEM ME' c M=moEN a-= MMMMMM=mMMM == = _. I W Prep; MEMMIN M =MMM W M-7-72-SEMM 7AL Trwom_MM= _MMMMMMMM= mommimEffin=m ME ONE ME M=" MEMO • •• ==MMMRsJg- MMME 20= a 001 fflr"..mmm=MM i. E moffibiwomm MEMO M== Mm a M M. • ram ME,: MOMMEMMI OEM rg ME ON MEaMmm MENEM OWN. MM- M mon MME MEME Mom =C offlommm MMmmM=MMMM M=MEMMEMMMM OEM MEN amm NONE ME MENEM 0 low usl MEN am ors E_E=Em MET., N M -00 OR SHEEN= M r Sil M OEM ff-M19MMOM 0=9 I MEMMERM . IMON W., M ff 9 @ 1 N__0-110=M N ME Mi ft 0-_rQ a a' Is I M 0 E Ld M I MEME --- a 0 Won 9 MOM UMM&O M Em ME! WME-N ---==M=M M a 0 Ov 0 v 2 ME H 194 M=--- a % Ma� =MMMM M=M= am- MMMm=_M-MEE! Me U., a r- MEMOMMEME ME mwkw2ffimli U a MMM 0 9 0 M 1 4 MMM=z M=MMEM ==MMn"MMMMMMu NVEMOM 19 9 -WE"W--mm --a==== m , Brew MM M=_ IMM Sri ME -------------- q 0000 p MEW - MEN= MWOMMEW 'P.W NA ff'. Zu -MMENIMMEMME:K ----- ====MEM =0==== == = a= ---==== irEEEEcMMMMMcoh MEN 9 MM'_ -II'M ==--= mmgE.-I FA 11 M M MEN = MrS MMm ==Mm=mom WEROMMM=E M I MM=M=M==MMm=m=Mam= mm=m=mm ME m Emo ==MM=M--- M =- === N m = MM MMMM MM REMMEEMM. IH MIMMEMMMM ===MMM =M M-===M= ME MEER.- H M N M MEll MR WOMEN" = == 11 =MMMMMM m a= ME @=a E Aftook man of M= M = -on =MMM,- U E_M,I S M M_ M Mm M= EN OWN: rnp_mm== OEM=ME== =mm==Emm=m= MM=M 1019% mmm a===MM ME MaN KW U - 4 = ME F tic =Www=M Mmm�mm ME== am ON BE M=MM a'" -ME am ------ Ek am a= EWIL, =a MEN =91 MM MM M4 am 04 ME ME&I MOOMP-0c- =MMMM Smi --- rMIC M=== a MM• a= ME=. M - a a w 7.111 ell i a ME . =W ------ MEN p ERE- Mmm MMM Mom =a OEM MEN M MME M-6-6 KC rft ='V:7 M=MMMM M nc moplmmw- IMM ===i Ewa ■ 0.11mmmmiami We Mimmimmmmimimm r-, ME MMMII "Elm PFAME a= ®r long o Ell"0.7, A A A 0 A • ��Erznn MmIng-421M 1 zu - _ -- _ - _ - - - - - - - Z - r N�, - 1 . - : - - w; t - - _ - - - - N - - - to - - J a r - - - - - - - _ ._ rr a __ - __� 1 i - -- L- , w d - _:. .e F PROFILE - - E _ -I - - - - _ _ -n - - - - - -- - .to 1'7 Is 19 20 1STREET CONSTRUCTION NOTES - '1�CONST. A.C. OVER A.B. �CONST. TYPE "A" CURB 16" C.F.) PER RIVERSIDE CO. STD. PLAN N0. 200 �-INST4U_STREET 1.181-ITE�,a L L*4 FER RNERSIOE Co.S-rD.PLdl l NO.10004 _ - 1 4 -CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. CONST LOC,&L DEFRE£{,�IOrJ PER RN/e ICE CO.F'i0C>001JTROL_$�.OAA9.LD201 r 15 coNST MODIFIED r-MM-4 EOSIN Ne I PER DETAIL ON SIdEET 2 O O P� f la IUD 18Z 188 lee 190 _ I Q feb7 E BYL• �i� 1 UNE "C-7"PER Tc. r G �o1c. m z G] F• .m 5a5C•' 03GO' S 1.1.00 29rd '. R 51 p P�lAN3 40 .x g - U�C� 0.03r.c.•, to" F .C e q 'r0 eca s 9 �� 2 �C'. _ wry .•.''c.a C' N 40'4-7 - 4.00' 37 q 015.6d OdVA - ' .O.c.W�c.B. Oc- ' 400' -: a2.00 os.00' _ w.m'. zo l2'•' to w ICo3 _� � m ,� m•� • .tee . w 1l02 . I(ol ICoO [; 167 0�. NI - 4 m r ,w 59 . 158 N / STREET CURW DATA DELTA RADIUS LENGTH TANGENT 11X'•11L OEPRE�B-slo" tDeTGl1l_ A 03*03*00" 1000.00 53.23 26.62 - s o�"oa'ao Iola.o0 54.19 zr.lo � - ,s-ppFESl/� q . G vV4V44" %.00 141.12 1291TO - - it. - D 03"03'00" 982.00 52.27 26.14 �J 0,�, ice' E 15123'22" 107.00 30.51 15.41 - p s; PLAZA AVILA F W O 8s s.s, S ZF ' REVISIONSI PREPARED BYt CITY OF LAKE ELSINORE m 'o APPROVED B - ' ' DO Sy'DER RC 4068 EXP.12-31-89 pb�.unsn�ke�r ,6'�°`:�, sl"` -TRACT 17413-1 44 r_ d p. c DATE: fu.�Huxr�.t., .�mif mvsna•l7t4Jse3tato CF STREE RLAZACAVIMA(w)PLANS L N_ 1 IO APPROVED BY, I- SCALE. 1"-40' 1G+4•t.02 TO 20+23.59 N>>W (� IPTION By APPR DATE - \.-�. SEE SHEET J SHEETS V W DESIGNED BY: DRAWN BY:R.POLIc1 R0 - Q a` - CHECKED BY: PRO T •R. DATE: 5"1�1"64 DATE.NCN.1980 W.O. FOR. F.B. FILE NO.- 3 PLOT BT IMP PLANS BHT 6 TR 17413-1 -395 m,155IPF: 17413 1066 15-N"r-88 09.32 AM/622-1-6 I - i'� .Tti S. Z.2oo F _ _ _ I I--- -_ - _ - u - - E4w _ _ _ tp 0 T - r ft �r - (- - 4 _ _ _ - - : 9s _ - - _ -- _ - _ P .._tqz- 5 - _ p - __ -- - _ _._ - 41 _ _ o a - - - _ _._ - - - _ _ - 1 ma J - - -- - -... ___ _. O N n _ :_-. .._._.._ _ _ _ _.... -._.. ._. :: _... . .- - ', '-. - m . 14 1/4 a - -- - _. _. _ Z N _ _ :-_d34e - - - _ _ - _ _ r - - lfl - - - - IT _ _ „. -yo -- PROFILE - - >r zt van. - - _ _ WORIZ. I -4 - 4 S Co 7 B 9 l0 11 12 15 la 5 Ico STREET CONSTRUCTION NOTES ` t' _ Y �CONST. A.C. OVER A.B. ' oowNOaau tlz D / a-CONST TYPE "A" CURB 16" 0.F J PER RIVERSIDE CO. STD. PLAN NO. 200 ,l� CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN NO. 209 , a. .✓/ 4=CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. 1�� -CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403 `�� +,u��� INSTALL STREET NAME SIGNS PER RIVERSIDE CO. STD. PLAN NO. 015. P �U S N\GA U ✓INSTALL STOPESIGNGHTB 9.600 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOOA - _qY } ELF. �W ,�o 1?�-COIJ5T. PKWY•CULVERT PER DETAIL CN SHEET 2. Q" R C,1 •- 7 _ y Q ZZ., %VO - Jr ,e 124 �: r : 6.c2i' :• +.. A'\ ,yf V'o.Y�A : �jp.7d• I ri��'KN °9.2g �VZ E P 1gd. A n�Qv 41P 'y9.�. age I V 7 ,g z s• zs ".. ro s Q I 1 • ,. "�W p o P , 5 9 � 'ylp"I7' �2 •44�,'.•.. r 98,�, / � � � try L Z Icso �• B D e 'ylt� - 703 .184 • N� 9 1 .. .-r. -:= ypA07 pC U. 1?? - a ICE F 185 9� 6- . 47.�• N W 4f. 9 w h ry m .. ` �C(L . 120 r ,, PLAZA AV ILA b v� STREET CURVE l7ATA ;�.`�,. 4' s�o OEi7C: RAOIUS LENIGTI•I TAAIC-,E1.iT - _ - y • - d' 2 No.2108E - A .04 27'21" 2%.55 22.70 1 I. u 4 � ugg B = oolo ' .25.Gb '39.27 25.00 ' ❑0. i J C L �� 25"59'37" 316.Oo 14-4.27 73.40 j - -'--<.. .. - rt OF 00O-,. CD N W 1 `0 04*27121, so9.83 24.to 12.05 - ' - - O 32°31'21" Q$2.00 I(u0.07 02.2/0 �'. -" � - ./• S. `9'I�I E 09.19'00" 1802.00 gcYd.o3 153.35 ,•. REVISIONSI PREPARED BY, �- - _ - CITY OF LAKE ELSINORE m5 i . APPROVED BY, 01 a t G 0719'00' 1900.00 Y30B.-J5 154,62 - . (,7 © --N 21° 500.00 --170.2% 67.51 D G N R RCE 068 EXP.12-31-89 IQ PfiMu„'c�r6E SHrveVft 1 TRACT 17413-1 f 4 �'Q i z Co 0�°19'ao" 191e.00 311.ee 1�.2a DATE: n-Hw;b.-f ,C-fi;W;USV7J.4).M 4q STREET IMPROVEMENT PLANS of C� � � � gyp' C 1p.05 APPROVED BY, 83 PLAZA AVILA(w) o4.2T21" 273 21.30 SCALE, 1"-40' 4+Co4.'30 TC� I� 4L O2 Bi:5- 83'26'ICd' 25.00 3G.42 22.30 -- - MARK IPTIDN BY APPR DATE BEE SHEET 1 -DESIGNED BY, DRAWN BY,R.FUL11-1-1RO - 3 ' CHECKED BY: PROJECT " DATE, DATE:NOJ.1900 W.O. FOR: F.B. FILE NO. PLAT BT IR PLAW BHT 5 Tt 17413-1 - 30 10.156]PF, 17413 ID84 15-Nor-BO G4,11 PM/OU-1-5 a zz - - Am _To t - - - ! _ _ __ - -: m N - _ - 0 - -t d �i - - - - - - _- - _ - - -. = P - - - - - : - : . 6- r _ - - -- - - _ - - - - _ r- s - 171 { N + Nt4 4 zl�_ -- - - - - _ ay - -- j N A. _ - - - - _ - _ ___ _ _ 1 +IIj -' w _4 - -_ N 0 - IoO.V. - - - - - y - - - - �j - - J. 74qO - 1 - G] • 1 2 5 4 5 17 to 1 11I 11 .16' 1.ea i----1.50' -7. 1.3.odl • _ ry _ QL. .C. O.G. O.C. p. Q Lc u ALL e N N = po AP T W N `i STREET CURVE DATA N� N N T9 Z8 1111! �LL d NLL q . TL' T 6 p �> �55 m u DELTA RADIUS LENGTH TANGENT - V -777 p 90°00100" ICod-00 ?.E;TC% ICs4.00 _ (V C1 r-cc" I I.cO (V U3 C� N B 05°17'00" 488.00 45.00 22.52 -7� �'9�v� ••p �' �Uv� `t•• kG�t A Q� ' ' 11.00' ,�ea D 90o 00'00" 25.00 39.27 25.00 •i zo D 90°00'00" ISO.(b -ss.&2 150.00 N H ?S LOCAL MPRES510N ° m h yap Sz.Q,, '�74- DETAIL AT C.B. N�5A�' E o5 v'oo" 51Co.00 a�.se 23.g1 LOCAL DEPRESSION 4 05°17'00" 502.00 4(b.29 2s.Ir. DETAI L AT C.B..Nl-CPA,& �n� •• .. Sao' i 6 9d°00'00" 13Co.00 213.Ci3 13(0.00 N.. . 56 Q� .cbl _ .,� • 72. .-Ico ?1 1 0 p� �! + Z 55 ry G. I�7 gym' at�•� s5q,, ! �O8 Vp CP7 'SEE NZq � v N4 8 3� Q c 0 6 J15e so.gy ; r 4. 2s J i 'QO�' '' c oN �u `p ��' ly /-� - sscb, e 4 eater h !� .p• raje, .�.v1 ep 1 ..; Q (�.. h a� aD 93 55. a4,�, 1 _ \5 (R !lam .. ::,/:, ((,J�Qw N , "� "�"� N ..PLAZA AVILA► 9a- Ac. .�. - 9 " \Y v �y r4Y U1�O Je ` T. f T-w I.7 F E �. 5�1• D " �.;� 1 SN N eBa 10 �/ _ pl. cj N d) 10 I_ nq4• , D• rco Ake' q j y0¢ - t�-o p,S> , 0 d q OQaOFESS�O� O� g a 1 L y S9 2- Ood ;N m l�,'U STREET CONSTRUCTION NOTES N " 11 Nu3 11. cz oa NQ�S1 I.Io ~� ° Y°F ` *Z /-� 24068 s M0. ^ ' - -��-CONST "A.C. OVER A.B. a-CONST.. TYPE "A- CURB CB- C.F.) PER RIVERSIDE CO. STD. PLAN NO. 200 LOCAL DEPRE5510N " - �3 --CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN NO. 209 p - - - - ----- - CIVIL \ -- ^� DETAIL AT C.B.N 5B� At 5l�CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN N0. 401. - - fOFCALIFOv% - AN4 8 a - �CONST• ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO.403 , V�EZ �W ,� Z Z co O •. 'LIJ-INSTALL STREET NAME SIGNS PER RIVERSIDE CO. 6TD. PLAN N0. 816. O REVISIONS! PREPARED BYI ----_ CITY OF LAKE ELSINORE co INSTALL STREET LIGHTS 9.500 LUM. PER RIVERSIDE CO. STD. PLAN NO. 1000A APPROVED BY R m 1 o-INSTALL STOP SIGN. NUMB Hunt(aier6AsaociaAer!nt IQ p 5 z G1 P Ti . - - - D U S ER RC O68 EXP.12-31-89 { pa,,,,„,R.6,R,,,•,,,,ss•,,.,•,,` - -TRACT 17413-1 4 4 DATE _ 7bwH,,Xh •-1, wcUf Ib9Y719-(714)SM3-/010 -STREET IMPROVEMENT .PLANS o -- PLAZA AM LA(E) .-J6-.00TbST>1.YL41p. 3 ,� APPR VED BY: �. .,, !n , A o LO.OETAIt.S FOR S N DYIAIS ON SNT.D D-l-{A TN.G a• - SCALE I 1--40' .. ,.P; I+'00.00 TO iz 4-m.4.3 _ MARK DE&YIIPTIQI B7 APPR DATE - SEE SHEET I "SHEETS I�llJ :. DESIGNED BYI DRAWN BY R.FbI_1C1aSTR0 .5-11-dQ 0 CHECKED BYI PRDJECT MANAGERI R• DATEI DATEItJ(T/.1988 - W.O. FORI F.B. FILE N0. 3 .. ... . _ . ..... .. . . .. OB to M1/ 5 _ .. - - 11T'►LANB'BNT' 17413-I - l0.1667ff1 17413 I006 16-N v-BB` I = '6E2-1- - _, 57. _Zp�, -. .L -T'- L•�9.47• o 4-- 7.2}' Li 3�. ,G _ -� -:-.'39.fXT., L• 7._ �f _--._' O. :.r .:: �. 3 -1k94 '. _ _ _ - ._ -. , ' .d1 -. ,(t �tt _.. 1 :: �$ � ::. Cl 0! � ;5 -. 31. : -- K -::_ :---. tl. •J+ { -'..Ua TAnt,c ___. --.- _.__ do 40 C4 ic RI_ � � _ •. - m4 r - °om "I {J j - - tu - - - - � M _ •, - dq hI - `71� -I r � r_ _- � -. � � C- fie!• ems, __ z tr Lpn o + GURg PROI�r +r: - N 's RCIPILp MCA # -- , . ILa :., -471 : :. - - ::�fiQ:G3' - - - 7,s" .d -•� : .'ys d.. a,c. : _ - # �__ v IS ICo I7 16 '19 2rJ 21 22 2 o.G. m aso• - 4 - � e le.00' m' ta.so O.G. AV. dU qPi No O NO N- NU� V /. •V' T•V- Yl `¢�h°yo^� - STREET CURVE DATA "' '` STREET CURVE DATA STREET CURVE DATA - -i� `' ,�` ,�rr�.; �, •• L - - 2 4 h0 DELTA RADIUS LENGTH TANGENT DELTA RADIUS LENGTH TANGENT C I DELTA RADIUS LENGTH TANGENT '� n��• 'a ,c�v G, _ A B7.15'00' 160.00 228.42 142.97 D 11. 12'S2' 7y8.00 524v 2�0.31 n OB°02'00" 482.00 67.68 33.85 ♦s :-N 0 m .�a y ,., o•� a OB•02'00" 600.00 .70.10 36.11 H IU 43'S2• 482.00 Co7.79 - 34.12 N 87 16'00' 132.00 201.01 125.81 p{i 4�N u.c0' N U 37�gym, N a N 0 ro 0 c it, 12'5 5 46 2' 20.00 . M 24.5d 1 84°09'O6" 25.00 36.72 22.57 D Iw43'S2 29o.00 -rs.00 a&-74. J 90,00,00" 25.00 39.27 25.00 �1 LOCAL 0 PRE55IOW DETAIL AT C.B. N�-&B 4 Gc LOCAL DEPRESSION - E 87.15.00" 168.00 255.83 160.12 Q 10.43'S2' 2oe.00 78.2� �.a - F 08102'00" 518.00 72,63 '36.37 L 11.12'S2" 232.00 46.41, 22.75 .��.,VALL `. DETAIL AT C.B.NE 5C ',� Te. �•- 5E e uAE ESSMENT E IE PROVEMENT9 P- ' ,NP - - ql P Q OC I I I6 Gm. 2 m •F•���'� �fir. •- Ii M4T LINE III 1 1I I .� J 29 a� .G. & •a _- _ - ._ - �� 1•P l5. � `l - Z c.�8 � . /9 S PL m AZA 7 . f+ PLAZA /G.J No a + + + 9EE SHT. + N LUCMRNA `9 r y MOOENA lYas W A am o /0Q(I ,N SEE SNT.NQ 10 5EE SF1T.N=11 U. r 7u - / V 1-e3`,-,i' 2•l i Q 'fc'0' `I W I • A V V 5 I ^' U U ZN 4- i- .J +' S 3 +S''NeM1°1• „ sZ 1e cFrU�UE� m rDOWNDRAIN 4 4 � - ' n � � 6�9e 2 A 4. .2 ...4 v %,p - -t �. . R4N6RAdN6-��f t v rY�NO�'l:oo"w _ vl�N - •pv 3 v �� o .dnv u-.. d - - .1�� -5.b, /� _ . p� O' F °-vtv. 2.1' ? ' 55.19 O V/O N 3�� J 3 ✓ ' x�qI � 4 STREET CONSTRUCTION NOTES DD4MDR41N PER/ w Z¢ _ 6tI eRAOOJG PL4fJ5 / �4. �: Co3-- CONST. A.C. OVER A.S. AO � � - - ♦ �� ✓ _CONST. TYPE "A" CURB (5" O.FJ PER RIVERSIDE CO. STD. PLAN NO. 200 ' 1} ¢` Z�gVQj, ENZ4 •�� / 41J`. 'PLAZA VALENZA t• o qx, Y _ _ -�y __ ! m 1 RNA U Y ✓o--CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN NO. 209 6 210. $V 4a-CONST: 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. ���CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 402. t-" �Y� �7/_�INSTALL OSTREET YNAME RSIGNSOACH PPER ER RRIVERSIDE IVERSIDE CCO.O. SSTD.PPLAN LAN NNO.281607 6 208. S/ 5.3. S - - �' V INSTALL STREET LIGHTS 22.000 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOIA REVISIONSt •PREPARED BY:' - _ CITY OF LAKE ELSINORE E - x , m I� ✓INSTALL STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO. STD. PLAN NO. t000A APPROVED 8 - - - 1 - - " '0. rZ ✓J`� , , Q 11-CONST. CURB P6SGUTTER TRANSITION FROM 8-C.F. TO 6-C.F. _ DO S DER RC 2406E EXP.12-31-89 Hummiller6 '. g d e z 12 CONST. PARKWAY CULVERT PER DETAILS ON SHEET NO. 2 TRACT 1 74 1 3-1 4AmodatrAhm 1 Is CONST. BARRACADE PER RIVERSIDE CO. STD. PLAN NO. BID. - DATE: >tv�Hu •I ,�y(o.+no92ne•(71Usa3-Ioto i STREET IMPROVEMENT PLANS -oF FD �14 oo:-Js-c OFpRE" or.1 oEn R1vE12S1oE co.F1oop catiTRof_ I APPROVED 8Y: �'!�� .. --,..., '5 N W gSTo. Ov.A3. w-201 C1••Ioo1c1EJ7j - -:._ Rev o rsesi 5 v O = 134•L9.94 T'O 23+40. ..:..� 0) ¢evr .o cq'Lc,-I , c LGcn� -nrJs a-�-E» rN •Q SCALE. 1'-40' _ MARK DEICRIPTION BY APPR DATE - SEE SHEET 1 - I DESIGNED BY: DRAWN BY:R,Pour_Fc �• _.'SHEETS O W CHECKED BY: PROJECT MANAGER:R" DATE: •+ (?-hq DATEI NfN.1900 - W.O. FOR: F.B. FILE NO.- PLOT ST IMP PLANS BHT 10 TR 17413-1 17413 1089 16-Nov-88 10,37 AM/622-t-6 Tg-�2.Z43 � .- . E E EE�Eii i■EE ■ iii■■EE ■!ice EE€ M r�s�►�.�.�� ■ - '• ■ice■ ! _ l�� ii� !■i�� i .. , • ! i IiEE�I � ■!!, ■i■i■!■iiE�� !� ii■� _ - EEEEi�� ®E�SEEE� E!■ iEEEii is, i i ! .,, �' � �; ,,. . • i ; ii ■ ■■ ■■!!E E�■� ii ., � -_ EE■� =EEC=� i�i�! Ei E '` i ■ •,, ,, ` ,' ! ! ■■i ■i ■ iE-• — iEE: EEEEEE i�a „ ' ■ ii EEEEEE !E ! iE==_ iiiii■ ! ■ ii ■iONiiii i! EEME ; . ' • ' MIN EEEEME!■ Ei i�E_, Ei ! MEEE■ ■ " " Ei N EiiEiii■i E i ■■ii _ — .. i ! _ '• iiE - EEEEEEE E■E �• - i F E - ! _ _ NEEE t ®EiEiiiE + ' ME E --. 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PLAN N0. 816. 0 DELTA RADIUS LENGTH TANGENT -INSTALL STREET LIGHTS 9,500 LUM. PER RIVERSIDE CO.-STD. PLAN NO. 1000A 02045-00" 49600 23.go n.95 - Q--INSTALL STOP SIGN._ Qe 02'45'00" 51200 24.5-7 12.2�1 w •\ - - c 211"40'2S" 38.00 140.�.9 133�xo D 'SI'4d 25" 108.Oo 51.70 30.G4 E 02°45'00" 4e4-.00 23.23 II.Ge 44n'1"7" 506.m 122.41 L2LYL .� 'PLAZA $ VAL.BNZ.A on - .9EE SHT: 1 1� 1 s� z ,.r - _ 134 133 132 131 -130 12� cy �.� es.oa' as�' �14.40• -ib.00'B . . s1 . 5 . 55. 5rs.00' x. 5s.au' es.Gs d m^ $ • SEP e E I e A. 4 ? 9 2 ,nn�E 7 Gp fps 6 P g ''g.• GF ��' ° ,a�s 9 s 4 $ `�+± 2 P_r'J 51� llwlml 241m 7¢m .'cs7.m' 554oQ.. 55A0.. „5.00 ssocy n.00'. �se.0o' eel=' lyb4o' •sa.m•• .'Pbw rlea 112 �`• e 103 104 105 - 1oco 10-7 toe a N too 101 102 PLAZA LUCERNA 10 110 p SEE 43HT.N9: b PLAZA /J ` '77'77 V4LENZA —z 1{u ND.2M A� }� • lj CIVI f CAl1F0� N i A z 0 y REVISIONSI PREPARED Y1 CITY APPROVED B OF LAKE ELSINOREmum m s r' DO GL SN R RC 4058 EXP.12-31-89 pHrau... a.Y.i.a•s...ryA TRACT 17413-1 4 i0 �� 4 p z -" DATE, n-Hux�• �-,,,IvtA��, 92718•(71+)W.,ao STREET IMPROVEMENT PLANS OF Op c Rcv.sc6 3TR rr uwr Your E,s, _y.a APPROVED BYr � � , PLAZA LUCERNA _ +Ts .. SCALES 1'•40' ,44 .00 TO 8+1: �,. REVIB D TREET PROFILE STA.1+0o T'o STA. -...: nuu DF.eattPTtoN ar ArPa BEE SHEET 1 -+` DESIGNED BYe DRAWN BYe D.VERMEER 0 CHECKED BY. PROJECT Rr0r DATE, 5-11-h4 DATES NOV. of W.O. FOR. F.B. FILE PLOT 6T IIr►LAW 6HT 6 TR 17413-1 -3010.15MPF3 17413 tOB7 16-N•r-6 09.60 AM/622-1.6 _ , OP OF ro LY _ _�Do•. _._ ....._ - - - _ _ - _ _ _ C a _-.-:C'UQ f°ROFILlc - B -8 > - - m : W - mm pN _ o T, - _ - -- _..- '- - - - - _--- TbPOF1= LY - i1 fn CURB PROFILsE N S +0 .R- - • - - -- - - 1_7 - 6NTERLI NG `= s N m �.m q o _io �" - _ - - - _ _ I - - - -- - - OF1� �m m •� m � . y Io - y - �9 00 _ - - LD m NTERL'INE-- - - - --.. hOBm� m W - - - - - •8.47b% m c+mm q N -m r= - - -- - - ys q = ' J c ;-r33 - - _ - - - - m _ - -- - _..- -- - - -- 771'ZIA - .448.(F+ _._. m o h - - - - s s d^d - - - ° y _ - L-moo. - - - - - - - - - d}�d u-_ El I p - -- R 79A I - __.-.- mmU ca _ S o _ - - - elf w o - C .r e :_.-_ _ - - - _.- - - Y - KO. i. + r t c * TOP OF W'LY - - TOP OF W L _ r _ a Qp a• +j ,+ r - - - - N 0 M .0; 10 ,0 - ___ _ C'•iJQ6 PROPILT> - - - - - - - h m - - - m N m , - - - - - - - __ - : --- ---:. _. _ O1�40N - -.._ - - _ : J j - - ROFILE - - _ `�N.R. i! - - #4OR IZ. - :__ - -._. - foo•Vo .f1.27 . - - - _­ __ z. VERT.`1 �$ - - Id 11 12 13° 14 15` 1 2 3 4 5 �o STREET CONSTRUCTION NOTES `\ a "1... ✓I'o----CONST. A.C. OVER A.B. - �3�2--CONST. TYPE "A" CURB 16" C.F.) PER RIVERSIDE CO. STD. PLAN NO. 200 - - �J" CONST. CROSS GUTTER PER RIVERSIDE CO. PLAN NO. 209 J o-CONST. 4" THICK CONC. SIDEWALK PER RIVERSIDE CO. STD. PLAN NO. 401. So--CONST. ACCESS RAMP PER RIVERSIDE CO. STD. PLAN NO. 403 - ' -INSTALL STREET.NAME SIGNS PER RIVERSIDc�y. STD. PLAN NO. 815. go--INSTALL STREET LIGHTS 9.600 LUM. PER RIVERSIDE CO. STD. PLAN NO. IOOOA } ' ID INSTALL STOP SIGN. 7 ' - 12 aDNST PKV4Y.CULVEJZr PER DETAIL OW 51-fr 2 PLAZA W VAL,6NZA . . 1 t��-• � � L SEE 6HT.N0 g 45.47 g GO J`t •�JS J� J� /V w .ly.�� � a sy ;'� I Z 92:J� 66.06 0 05.00' rwm' 13 1X 44-m' m :-I \p•r'^$L c p + c.F 4... ...2.•. •q�GF .�.. .. ,..gQ" �.I + 1 2 , A �' 4 y. �- „�� D �Lk q ?� co` > wo G < \ �<�Gl� •I D i ' _ .1 ...� .�� woe . ,� A �.4 T. a _. ���`c` a .' n c �' ,1l j•• • 55.00' G7.OD� 74,00' 40.0{' '2604 .. .. 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Z a 02145'00" 612.00 24.67 12.29 APPROVED BY r4- w Hunsake►&Awodafts!na TRACT 17413-1 . 4 ° z02.45'00' 498.00 23.-O 11.95 DGSN ER RCE 068 EXP.12-31-89 pla.wlq•6w6/w�..1ws•Sr.neyMq I I o j• C DATE. n-HM n„a.., srna(714)5R3ra0 [ STREET IMPROVEMENT PLANS OF t0{ m Cu.6 RETURII APPROVED BY, BENCHMARK: PLAZA MODENA IO+8O.00 TO I4+ICo.91 N 1 93 RENIEE SM"T PROFILE Sr A.I+IB. T STA.I 16.41 MODENA - SCALE. 1"•40' PASEO-DE LOS RIIOS _ SHEETS 3 MARK DESCRIPTION BY APPR DATE - SEE SHEET I I100.00 TO tjtA-A 4c3 - - DESIGNED BY, DRAWN BY. V.VERMEER ' R, DATE. DATErNOV.h00 W.O. FOR. F.B. FILE N0. 3 - \ PLOT ST IPr Pwe MIT 12 TR 17413-1 - 3 17413 f091 15 N°r-88 02.14 FM/622-1-0� �I - - u-A--A- - ----- - _ - - - - - - w �� -.. - - _ r e�K O - - vt. - - - m a 4 a OP OF E LY - - p �$9 -4 Ti URB PROFILE p __ PROFILE - - - _ - - @ m - gm � - - pp rr p - - -- _� - - - - - - - -. - - - _ -44 - - - - - o - - _ _ _ - I ia lop N _- -> --.._ - - - -- _ _ - __ - ffl - 101 r 74 . 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STD. PLAN NO. IODOA ( - -� --I•-INSTALL STOP SIGN. - - DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT -- A 26*28'00" 252.00 116.41 59.2r. D 26.26'00' 236.00 109.94 55.97 Q 25°14'00" 146.00 55.18 33.15 - c 90°00'00" 25.00 39.27 25.00 -•- 1 0° 26°26'00" 266.00 122.e7 62.55 J 26°14'00" 134.00 69.01 2q.99 1 -7 • ,`y I - W F 25°14'00" 162:00 71.35 36.26 ss fy �L ZZ o w y m E� �05 EV W27 84 B& B-7 Be 89 CDo 9DI 'D2 z i VIA DE LA,VALLE 4. 015TFtICT IMPRtwr=medTS r1y d 7 -- I IPIa46E_ �I I I -• �7 J , 4 g1, D. �� V �. 9315 55.00' °9s oo' W.00' F..00, -V5 00' Sb.I 06 65'-dial 5500 %. 2 .cg - z_u IOIQ a �q 4 -9 s O'Oam'w 2 J 'I Is 2 I � f` fN�N Q W ',�" I I NIn vIl oI�co''�� a��� g�ad'. ...4D pI 2 G• �q92'A�er'la � 5 .•�6@E cS1 H �. 'Fz�7�.7t�i��� �55'mO 15`5�. 0 55-00' . . 8 NLuZ � J s5.0o SS.00 TN■.4 pN� ,O ,OfW %05 104 106PLAZAA PI ,J QU r1 I �c �1 a AVILA PLAZAODENA i _ V) L I II I I m �I d a REV I S I ONS I PREPARED BYr - -•. -- -- CITY OF LAKE ELS I NORE 0) Q APPROVED BY. / - ' DOG N ER RCE O66 EXP.12-31-59 pHlrwwiq 6 srrvq/y TRACT 17413-1 i 4 12 L - I G3 DATE. 7hH.9b.-„*W C.W 927,B•(7,4)583,0,0 STREET IMPROVEMENT PLANS of � .i1 APPROVED BY. �-� _ _ PLAZA MODENA Haut Deec11 PT er MPa DATEy SCALE. 1"-40' I*OO.00 TO IO{'BO.00 - SEE SHEET I SHEETS DESIGNED BY. DRAWN BY.D VERMEER - - - 3 W 0 - PROJECT MANAGER,R.coucLa DATE, 5.1?-� DATE.tJOV 1956 1W.O. FOR. I F.B. FILE N0. -.-_ MAT IT IMP PLANE BHT 11 Tit 17413-1 -39510.1551 PF. 17413 1090 Jji WJ 01,08 PM/522-1-5 I TK �il�/�1 EMMEME anM.; : alOM WO N_ O M E ■ • . ! ■ ■ ■EE ■® RO■■!f E! !! ! EEM■lOOEElRMMMOOO MMc , EEMM� EEEMOE�EOME EMS=EM OO EO '� OlE■IEEE E@E!E �E RO EEIEE■ ■ i ■■E■Ei RE !■■ ■! !! !R MMRE RM MEMO � O lRNo MlOMM . !a_ ■ MER'�. 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