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HomeMy WebLinkAboutSIP_As Built_02-23_02-33 TORNRANCH (PHASE-2) GENERAL NOTES � m STREET I MPR O VEMEN T PLAN ` � Z S 1 Note to Contractors:The existence and location of any underground utility 1 pipes or structures shown on these plans were obtained by a search of available records.Approval of these plans by the City of Lake Elsinore does not constitute a representation as to the accuracy or completeness of the location,nor the existence or non-existence of any underground utility,pipe or structures within the limits of ALL F LOWS ARE the project.The contractor is required to take all due precautionaq measures for FOR A 100 YEAR STORM w the protection of all utilities,pipes or structures,whether shown on these plans or - - - - - - - - - - - - - - - - - - - - - - not.An utility damaged during the erformance of the work shall be repaired or r - - - il n n il - - - - - _r n Y tY g g P P oSEE SB= 6 a ST.CLAIR AVE. �� n replaced to the satisfaction of the governing agency by the Contractor at his expense. I 2.All work shall conform to City Codes,Standard Specifications for Public 0=47.6cf. _ h Works(Latest Edition),and Standard Drawing ofthe County of Riverside.It is - 1- - I the Contractor's responsibility to be familiar with these standards and codes at all 7 e c 20 ve.D ' Re.o 1 20 70 I I rao 1 20 na I I vt.s 1 20 ea.a ee.e 21 37 eao times. J Qin=6.47,cfs. 'P' in=6.9$cfs. w I 3.The contractor shall notify the City Public Works Inspector 48 hours prior to W-70 beginning an work.Call for inspection at 909 674-3124 Ext.247 between the LAT G-, T D-3 0 l I I I of I � I g g Y P O 1 2 ;'ei.e 19© e.o 19 '20 vz.D 19 Do.t vo.L 2 19 ee.4 I ees 22 36 ez.a H� e.o 2 02 O O �. hours of 9:00 a.m.to 4:00 p.m.Monday through Friday. ¢ I 4.Contractor shall maintain traffic control in accordance with Caltrans Traffic 3 -� 18 O I I O 3 E I I ,o.0 3 18 ee.z ( I O 18 O es 23 35 ear p Manual and Watch Manual at all times during construction as approved by City .xe oo v�.e ",m K 1$ O O O �B 3 ese I I I v I Engineer or his representative.Failure to do so shall require immediate work ° stoppage. ea.o E-I 17 ez.a I I eao ary w 5.It shall be the Contractor's responsibility to have a responsible representative at pp 4 `za 17 s.a II b C~ i 1 ee.a ae.a 17 O ea.e 4 O 24 34 � I I g the job site at all times during construction. F 6.It shall be the responsibility of the Contractor to arrange for the necessary O I I I I I e4.e 5 16 9 I I az.a 33 e,.l 5 .,e� 16 S4 ..z 16 9Y E 16 E P5 relocation of any utilities.Contractor shall notify all utility companies involved at LU least 48 hours prior to beginning work.The contractor shall also contact t �416 15 ere eva 26 32 e1.0/ / Underground Service Alert(U.S.A.)at 1-800-422-4133 at least 48 hours prior to M 3 cerz 15 0 I I 6 15 9B I I ee.a 6 15 e`'0 I I °�' beginning work. r; Z 3 rn 31 7.The Contractor shall be responsible for the clearing of the proposed work area, C eao eas I esa 7 14 en.e I H H I Y 27 eo. / and relocation and cost of all existing utilities.Subdivider must inform City of l .sr.o 14 sa o raa 7 14 O eao 7 14 ^ to I Lake Elsinore of construction schedule prior to the beginning of construction. a a m � eo.Y a 30 a 8.All underground facilities with laterals shall be in place prior to paving the 'ess 13® I ° I ® 13 ev.a I it I e'o ez.e I ° ° I ez.a 8 13 I o 2g street section,including but not limited to sewer,water,telephone,electricity, as a 8 0 08 13 O o 8 P tY>g �8 �E and drainage facilities. 0 11 12 10 11 1P 10 11 1 g 1 11 u /_ctS 9.A]I street sections are tentative.Additional soil tests will be taken after rough n.o 9 59. I 32 grading to determine the exact section required.Section thicknesses shown are for az� a.D V ee.a eY.e ea.o e4.T eso ez.a m.o eo.a eo.z LAT -1 /dam 4 bonding purposes only. I rfi tr t InW=4Q cfs• 596 10.All existing underground utilities and structures must be potholed and „ elevations verified prior to construction.The engineer of record shall be notified of any necessary revisions to the approved plans.The revisions shall be in the I L - S� SI�ET 3 L J VVASHINGTON AVE. J$EE Ste_r_4 - < // form of"AS BUILT'plans submitted to the City Engineer for approval prior to 1 _ the final acceptance of the project by the City Engineer. J pin=12,62cfs. oin=11.48cfs - - oin=,8-�Dcfs. oin=t3,7octs. 11.All existin monumentationdisturbedordestroeddurin construction shall _ W=7 Qin=18. Ocfs. LAT E-2 g Y g w=1 oq w=1 o w=7 oin=9.8cfs. CONSTRUCTION NOTES: QUANTITY be replaced to City standards as approved by the City Engineer.Centerline ties are W-7 LAT C-2 LAT D_1 LAT p_2 LAT E-1 Oin=13,70cfs. OBPyy=8.3Pfs. PHASE 1 PILM 2 LAT C-4 W=7 LAT'��1" to be furnished to the City Engineer upon completion of the project before O1 CONSTRUCT 6'CURB AND GUTTER(TYPE A-6)PER RN.CO.STD.DWG. acceptance Is granted. ' NO.200. 7,588 LF 12.An Encroachment Permit shall be required for all construction work done O CONSTRUCT 0.25'AC PAVEMENT OVER 0.50'CLASS II AGGREGATE BASE within Public Rights-Of--Way.Before issuance Of said permit,the INDEXMAP 2 (TENTATIVE SECTION). 155.521 SF Contractor/Developer must provide the city Engineer with Certificate of i CONSTRUCT P.C.C.CROSS GUTTER PER RIV.CO.STD.DWG.NO 209&209A 5270 SF Insurance,required bonding for public improvements.The encroachment permit - r 1" = 1 Do' must be present at the job site during the total time frame of project construction w ® CONSTRUCT 6'WIDE PCC SIDEWALK PER RN.CO.STD.DWG.N0.401. 48,557 SF with approved set of improvement plans. O o' CONSTRUCT CURB INLET CATCH BASIN PER RN.CO. O SID.DWG. NO.300&300A,SEE PLAN FOR WIDTH OPENING 11 EA 13.Street light standards will be constructed ofmarbelit.The street lights system g shall have separate meters installed and the City shall assume billing t Y © SAWCUT EXISTING AC PAVEMENT. 2, 735 LF responsibility for the street lights. 6Z.t Q7 REMOVE EXISTING AC PAVEMENT. 26,515 SF cA E N L LEGEND ' ��i.og € C © ADJUST MANHOLE TO GRADE. 13 EA fsnet)/�T 0cf m CITY OF �oAowAr <� NF 12 INSTALL 18'RCP STORM DRAIN. 17 LF PRE�ARtJ gy. a o N,..,n, rw n LAKE ELSINORE _ C�keSyO F.S._______FINISH SURFACE 1© INSTALL STREET UGHT PER COUNTY OF RN.STD.NO. 1000. 22 EA �/2.2t-07 R T.C.________TOP OF CURB CIMb PHASE A. OR7� F.L._______FLOW LINE ,4 CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RN.STD.N0.403. 17 EA �/-^�,J(�,�///A �/�/r SITEF 15 CONSTRUCT PCC CROSS GUTTER(PORTION)AND SPANDREL PER RN.CO.STD. �`�^'"- I CC A LP._____----LOW POINT DWG.NO-2D9&209A. (INCL. IN NOTE 3 ABOVE) DAN 7: OgodAKE,R-Cr 476771 aXP, 1'l-�/-07 INCOLN 16 CONSTRUCT 8-CURB AND GUTTER(TYPE A-8)PER RN.CO.STD.DWG NO.201 710 LF I H.P._______JiIGH POINT SB9or ItA/G• I V ^d' T.P.__________TOP OF PAVEMENT Q REMOVE EXISTING DROP-INLET STRUCTURE AND DISPOSE OF OFFSITE. 3 EA �� o SrRfeT 32 LOT NUMBER 416Eq Eli WAAWE Wza At. DEVELOPER: INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY SM.DWG.N0.201 AND INSTALL R-1 STOP SON PER CALTRANS STANDARD- 9 EA SVITE IZL Q Q O 20.4 PAD ELEVATION TFMECut.4 0 zS�IO KB HOME CONSTRUCT CONCRETE COLLAR PER RCFC STD.DWG.N0.M803. 1 EA / 12235 EL CAMINO REAL#100 I Rg4,0 h GRADED SLOPE 21 MAX. ® INSTALL 30•RCP STORM DRAIN. 11 LF "f9Sl-b9s$9� 1 SAN DIEGO, CA 92130 _I CONSTRUCT INDICATES FINISHED SURFACE ELEVATION 21 CONSTRUCT GUTTER DEPRESSION PER RN.CO.STD. 904 SF F qV- bqr ,0°I (858)509-2028 DWG.No.311.(SEE PLAN FOR CASE). AT LOCATION SHOWN ® INSTALL 24•RCP STORM DRAIN. 130 LF VICINITY MAP G © CONSTRUCT JUNCTION STRUCTURE N0.4 PER RCFC STD.DWG.N0.JS 229. 3 EA RgNO A ® THESE PLANS HAVE BEEN REVIEWED FOR NM p, 1997 Edition �FNUE' REMOVE EXISTING 24•RCP STORM DRAIN. 4 LF CONSTRUCT JUNCTION STRUCTURE NO.2 RCFCD STD.DWG.JS227. 2 EA COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF Thomas Bros. © DEVELOPMENT AND/OR CITY AND STATE LAWS, Riverside Co., Page 865, G-2 ® AND A PERMIT CAN BE ISSUED. I INSTALL 36•RCP STROM DRAIN. 15 LF I BASIS OF BEARING © CONSTRUCT TRANSITION STRUCTURE NO.3 RCFCD STD.DWG.TS303. 2 EA O BEARINGS ARE B6.SED UPON THE CENTERLINE OF ST. CLAIR AVENUE AS ® APPLY THERMOPLASTIC*STOP*AND LIMIT UNE PER CALTRANS STANDARD* 450 LF 'An () BEING N.88'38'21 E. AS SHOWN ON AMENDING MAP TOWN OF LUCERNE /p�,�� yUrn.._r1 `f Q BY MAP ON FILE IN BOOK 250 OF MAPS AT PAGES 70 THROUGH 75 THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 'EXACT LOCATION PER SIGNING, RAYNIOND O'DONNELL RCE#26603 Y AND STRIPING PLAN I CITY ENGINEER n Z c It PREPARED UNDER THE DIRECTION or: AMENDING MAP f-, ^ PRIVATE ENGINEERING NOTE G W Underground Service Alert pDrEss, CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE 1 w .1 Cau: TOLL FREE CdS RUCTON-ACTOR AGREES NAT IN AC-ANCE wN GENERALLY Ae�% G CIVIL ENGINEERING - PLANNING - SURVEYING CITY OF LAKE ELSINORE 111 AC[SPTEO cwsmucTiGN PRANP caNSTRucnw a- mE �oNN w.cmY17550i0 ASSMYE SOLE m COMPLETE RESPdl. FDR.IDB 9lE - No 1J550 RE STERED CIVIL ENGINEER 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050. RIVERSIDE, CA 92507EXPIRATION DATE: 6 30 DATE: //O (909) 683 - 5301TORN RANCH 1 -$OQ caww wNs wwNo NE couR E a cowsTRu c PRD ccT, EvP.a-w-os TEL (909) 6B3 - 5234 FAXDi ALL PERSONS AND PROPERTY: TRS TO NOON STREET IMPROVEMENT PLAN TO APPLY ODN 1.IPLY AND NOT eTED TD N T(I APPROVED Bv: OF_SHEETS 227-260U wuLwiNc HouRs.AND cwsmucnoN caNmAETOR FU AGREES ro DmE (PHASE-2)NAL fRQ1ANY ,Pi'waRR aN TMs PRotc na 11P .I u,�uTvora01iswc fR011 m - wL r rF Dr°A"f SCALE AS SHOWN BENCH MARK: TITLE SHEET e,, TWO WORKING DAYS BEFORE YOU DIG NEaI¢wx a<oESIo,Pao -PNAI YARY REM9d5 APPR. PATE CHISELED ❑` T.C. O BCR 20' LT CL FILE NOp. /� oEaarD ar ABI oRAw er CC eY BC_ DATE: DATE PENNSYLVANIA STA. AVENUE, ELEV. CORNER NW 5. OF BROADWAY AND W.0.109,1 001 OR KIPP F.B. 1098-001 APRIL 2002 U z R/W R/W 30' 30' R/W R/W 10, 20' 20' 10, 30' 30' 10, 20' 16) 12' 8' 10, Li z 6.0, 6.0' 0.00 +.03 2. +.03 qk 1 _2X .2.7 27 TO 0.00 to -24 .02 4 x '20- 21-1 7 — 4 INTERIOR STREETS 60' R/W EXISTING ... PAVEMENT TYPICAL SECTION TERRA COTTA STREET CG&SW N.T.S. TYPICAL SECTION 0 CONSTRUCT---L--- "A.C. OVER__ ------ A.B. N.T.S. T.1. -,'La--- CONSTRUCT-3 "A.C. OVER---t----" A.B. RALPH ROAD, TORN RANCH ROAD, z PENNSYVANIA STREET, WOODLAKE STREET c: R/W R/W 30' 30' 10' 20' 4 6) 12' 8' 10, Mqk 2. 6. D 6 CONSTRUCTION NOTES: 2%, r +.10 TO 0.00 -.24 -.02 CONSTRUCT 6" CURB AND GUTTER (TYPE A-5) PER ..N ��27- RIV. CO. STD. DWG. NO. 200 CONSTRUCT 0.25' AC PAVEMENT OVER 0.50' CLASS 4 1,355- 32Z '2.OX Q 11 AGGREGATE BASE (TENTATIVE SECTION). CONSTRUCT 6' WIDE PCC SIDEWALK PER RIV. CO. STD. DWG. NO. 401. 2 SAWCUT EXISTING AC PAVEMENT. ��PEXISTING AVEMENT REMOVE EXISTING AC PAVEMENT WASHINGTON AVENUE CG&Sw 16 CONSTRUCT 8'CURB AND CUTTER(TYPE A-8)PER RIV.CO.STD.DWG NO.201 TYPICAL SECTION 0 N.T.S. i E CONSTRUCT__-___ -A.C. OVER__ 6------- A.B. f m z T.1.= 5.5 z c: CO R/W R/W 30' 30' 10, 8' 12' 20' 10, w 6 z LEGEND: Zi 6' SAWCUT, REMOVE AND L) im 1 REPLACE EXISTING A.C. qk PAVEMENT. 3: +.20 TO CONSTRUCT A.C. OVER AGG.< 0.00 -28 _2,% -.02 -.240 — BASE. VARIES 2.0% 0�18.- .441�-2 6 1 EXISTING PAVEMENT 2 SCR 7-is-z& CG&SW THESE PLANS HAVE BEEN REVIEWE FOR ST. C L A I R AVENUE COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF TYPICAL SECTION DEVELOPMENT ANDIOR CITYAND STATELAWS, N.T.S. AND A PERMIT CAN BE ISSUED. CONSTRUCT­3---- --A.C. OVER-6------- A.B. X-7- RAYMfDN6 O'DONNELL RCE#26603 CITY ENGINEER PRIVATE ENGINEERING NOTE I Underground Service Alert PREPARED UNDER THE DIRECTION OF, AMENDING MAP - CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE can: TOLL FREE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY — c In 4; CIVIL ENGINEERING - PLANNING - SURVEYING ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE CONDITIONS yjs�w REVITERED CIVIL ENGINEER 17' CITY OF LAKE ELSINORE S AND PROPERTY:THAT THIS (909 CA 92507 iH?%*&WX SK9 S#LIVE F"468 9 TE — 2020 IOWA AVENUE. SUITE 102, P.O. BOX 52050, RIVERSIDE, 1-8W INCLUDING'A" OUSLY AND NOT BE LIMITED MAL EXPIRATION DATE: A I FAX BE SHALL MADE T(§IWLY DRY EWIREMENT — TEL (909) 683- 5234 - 5301 TORN RANCH(PHASE 2) N , I )683 3 TI kGWE N(r OF1-1 SHEETS C 227-2600 WORKING IalMN1.FyA%OONS UCTION CONTRACTOR FURTHER A ES 0 — APPROVED BY: STREET IMPROVEMENT D'FD'N&LIABILITY,PAIL HOLD DESIGN PROFESSIONAL HARMILT FROM ANY E AN OR ALLEGED.IN CONNECTION WITH E PERFORMANCE SCALE 1"=40 BENCH MARK: PLAN OF WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE FILE NO. TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL. REVISIONSI APPIR.I DATE DATE SEE SHEET 1 NC FOR F.1 111 RESIGNED BY ABI _PRAWN BY CC CHECKED By BC DATE:— JUN. 2002 1 I1098-00, v'Ipp 1 1098-001 z RE - - - - -- -- - - - -- - - - ' - -.- ._.-ate. 10. -- 3 __._-- - -. - - - -- - - -:._ _ Zu __ - __ _... -- '- --- ----- - - - - - - M- 1 - - __..._ - --- --- - -- - - --- -- --- -- - - - __ .2)3 00 ,. -_. - - - - - - - - - - o- -.. .I II: " n, - - - - - - - - F-r - 18+ 19+ 0+ 0 + + + 24+00 + + I ' CONSTRUCTION NOTES: ; ) 0 CONSTRUCT 6" CURB AND GUTTER (TYPE A-6) PER RIV. CO. STD. DWG. NO. 200. O CONSTRUCT 0.25' AC PAVEMENT OVER 0.50' CLASS II AGGREGATE BASE (TENTATIVE SECTION). O3 CONSTRUCT P.C.C. CROSS GUTTER PER RN. CO. STD. DWG. NO 209 & 209A. ® CONSTRUCT 6" WIDE PCC SIDEWALK PER RIV. CO. STD. DWG. NO. 401. + © SAWCUT EXISTING AC PAVEMENT. ` C7 x RALPH ROAD TORN RANCH RD. Q7 REMOVE EXISTING AC PAVEMENT. a SEE SHEET No.8 SEE SHEET No.9 © ADJUST MANHOLE TO GRADE. z� z w 11 12 I 13 1©INSTALL STREET LIGHT PER COUNTY OF �j C Z I � N N 0 RIVERSIDE STD. NO. 1000. o 10 13 s 11 12 I 9 14 CONSTRUCT SIDEWALK ACCESS RAMP k v 18 + n N 10 11 It PER COUNTY OF RIVERSIDE STD. NO. 403. 0 0: qG <w N 1 o- w c 18 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. NO. 201 m N + N m 3 rn CD AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD 60 0' to'dry, 7, rn o 14 N,� 14 �1.00' 0 CJ 67.56' 3 61.25' 60.00' 60.00' 8 4 rn + ® APPLY THERMOPLASTIC'STOP"AND LIMIT UNE PER CALTRANS STANDARD ` V v 86.55' 61.25' 60.00, U0 E- C. CVw -- _ _- - - - M• r._ r 0 8 NBB'38'53"E CA 2 ' z —�- µ s 7 a% s 24 2 � 21 w w I LEGEND: O _. PN�CG1 __--_ .7 - _ y W En PAVT v 19+99.97 C WASHINGTON AVE. \- — 1--I SAWCUT, REMOVE AND REPLACE I �! =10+00.00 CA RALPH RD. EX. ST. LIGHT—` EX. FlRE HYDRANT EX. ST. LIGHT .�.� A.C. PAVEMENT O m A 23+42.59 CA WASHINGTON AVE. E--� BASE.CONSTRUCT A.C. OVER AGG. I , =10+00.00 CA TORN RANCH RD. THESE PLANS HAVE BEEN REVIEWED FOR CV COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF + DEVELOPMENT ANDIOR CITY AND STATE LAWS, DD AND A PERMIT CAN BE ISSUED. E RA ND O'DONNELL RCE#26603 CITY ENGINEER k O Z WASHINGTON AVENUE 40 20 4D 6G 2D z SCALE 1"=40' ` J Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: AMENDING MAP YENGINEERING GROUP,INC. TOWN OF LUCERNE 3 oa°ress,� CONSTRUC110N CONTRACTOR AGREES 1HAT IN ACCORDANCE WITH GENERALLY °�°�N°•c+aAY� �j,,, CIVIL ENGINEERING - PLANNING - SURVEYING CITY OF LAKE ELSINORE o ugCall: TOLL FREE ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE " '° _' 17550 2020 IOWA AVENUE, SUITE 102, P.O. BpX 52050, RIVERSIDE, CA 92507 IN�CpLpUDINp MS A 01 SALE ERA NpypL�TE RESpONSIgI tt FAR,IpB 9TE we.nxo RE TERED CIVIL ENGINEE D. TORN RANCH-(PHASE 2) I � CONDHIONS WRINC THE COURSE pF CONSTRUCTION OF 4kT PROJECT E%PIRA7101-4 DATE: DATE WASHINGTON AVENUE OF� SHEETS "800 INCLUDING SAFEtt a ALL PERSONS AND PROPERtt;THAT THIS REOUIREPENT c cm.s-�o-ro TEL (909)683- 5234 FAX (909) 683- 5301 SHALL BE OURS TO APPLY RCpNTINUOU Y ANO NOT BE UNITED TO NORMAL APPROVED BY: WORKING HOURS AND CONS1RlICT10N CONTRACTOR FURTHER AGREES TO 227-2600 DEFEND NJDEMNIFY AND HOLD DESGN PROFESSIp1AL HARMLESS FRON ANY an STREET IMPROVEMENT AND ALL UABILItt,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE p r�+� SCALE BENCH MARK: STA. 18+26.94 TO STA.25+76.94 f OF WORK ON THIS PROJECT,EXCEPTING DABIUtt ARISING FROEI 7HE SOIE for Cp��f� "_40' SEE SHEET 1 FILE N0. TWO WORKING DAYS BEFORE YOU DIG NEOUGENCE OF DESIGN PROFESSIONAL MARK REVISIONS APPR. DAIS DATE :N.O. FOR F.B. 1098_001 DESIGNED BY ABI DRAWN BY CC CHECKED BY BC DATE: JUN. 2002 1098-00'_ KIPP MENEM M MMMMMMUM MEMMEMEME ONE No MENNEN MOMMOMM MMMMMMMM MMMMMM M MENOMME MENNEN M MEMEMME MEMEME = MENNEN M M BEE NE monssmoso EMENEEME Ems owns nomono on smommoson mommommon mommosome nommommon nommonson sommmenns MESSES 0 monsommom MENEM MEESE Emommommo Emommoomm MINE MEMO mommsmonm mmomommmo onsommmmm BEEMEMEME moommmmso offismossmo nommmommm BRENNEMAN goommomon MEESE MEMO M 0 in a' IMMOMMES mommommom smosommon FEEMENniii offimmmomms offimmonson mosommona nommonsom MENOMONEE monommomm smansomms mossoommo monsommom MENEM ME ffiffir somemno mommonson Emmommoso !Elmmmmmmm mommommom smomomms onsommoso EMENIMMEM mommolmom nommoomms mommomm Emommmomm mosommoso MENEM a 11 in in am MsEffis mmommonso MEMBERS= 9 wommoso onsommono Emoommon MEN MINE SEEM somminoom ME 00 inn MMMMMMM 0 Emommoomm Emoommons MEMEM 11111M a Ell a a L an unsma M ROME 0 on mummonmrom a 0 1 a SEEN BEEN olimmommmo Main on in M Elm mom ROSS SEEN OWNERS SIMMONS M son now MESON 0 SUMMER 00 onnommong MEN a 0 nommonsom 0 nommoss SEEM ONE ME loan moms MEMO MEMEMIM ME MEE r=mmmmmmim mompm_ MEMO 0 0 ME ommommomm olooloo a a MEESE lssommismin SOMEONE memommons EMEND ME IEEE mommonsom a 0 a 0 0 EMKEMEIEIME a 0 MEN EM IEEE NEWOMIEN I Ergo 11. im 19110 an MONSOON MENOMONEE _ME a mmossm amomimm-mms nor a ENORMOUS BORDEN Emmomsm lnimmosim in FAMS 0 MWERM ommmmin REMMERS MIMMM M BECOME RESUME SEEM No moommonom moommommm momommono mommommom MEN so 0 No ME No SEEMS 0 WEE 0 MI MHERM MEMMM nommom sommmosso SOMEONE sommommon sommommon monsmomon onnnommon somomma a MEMO MEMO a r"3 11 oil on onimommo MMUM a WE Emmons onmommoom Emommon in onmonom monammomm mossonsom 0 0 MEMO 0 room a a ME ME SOMEONE MONSOON a 0111 WINNE MEN amomm MEMO a MEMO 0 MOMEM EMENES a M MWE 0 0 a REMEMBER memommon Emon ERROR 00 NONE man momoso ME 0 on 01 EROSION 0 ONE 0 In 1112c, Ill a 1 0 Woman mailrEm a SEEM -Lilonan Elm MEMBER 0 M smommoom a M MEMBER MENEM mommoman SEEM MEMO No a olmome M 14 M 11MMUMMEM BOUNCE limommilm MISSION moommonim W"MI -1 M. 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No BEEN a BEER ENRON mcm IENNIN= 0 ME IIE-- 11 a Mimi"M ME — SOMEONE IEEE go Molonig mill '. U 0 cg HIM 0.11 M &W ism p monommmms monommoso OEM OEM MEESE ME So EEIEMINSINN MMMMII a imon mom WE Ems. on ME on M 0 Mason MEMENEEME win 111'm EMPPIRE imanlIMMEM, Fe MWMMW- mossommon mood mommo moommom MORE ME milli mommosomm EMENEEMN lmimimimmmigm ME INN 0! insommoss ommossomm sommommm sommommom mosomom SEE MENEM ME Man nommosoms in on ME Samoan M mail oil soll onommonso mo met oomm mosommona onnommot. " a EMEME Is Mason Ere MOORE a a Emoommom a a M 10 1250 MMMMMM Sol MEMINIMEM 0 mons Emosommom onomommon moommoon Emosomma -a M OEM BE MEN man nommommom Rion Milo H ME SEEM M Me ommmom mom on ME nommmssms a Now= "Em WERE MEN simmommom ESE MEIN a ME MORE EMEMEME a M limmommomm MENOMONEE 0 0 a 0 a ME 0 i M 102virfs! MEN 0 somonsm am MEM a as Room 11111M MENEEMOSI M a a mommomms EEMMEMEME 0 11 M 11115 %aaaa NEE MEMEMEME MENEM MEN a a EMEMEME Erma rum M off 11 11 11 1 11 of 60\0• am 11810 too $@ 1.1111 111 YT:y. MINE is UMI-ML-30H gillog,Up.. 11112 11112MMIN - - - - - *47fbffitz - - _ - :_ - - - - - - - - - - _ um � - - ----- c� LI z OP __ ._ -- .__ - ET- AR7 Z ----_ - ---= — -- - - -- - - of m-.-.. _ -... _ _ _- _ _.. .__ -.-.._ _ __ _ _ .J^J itl-__ -_ _ _ - _... _ .. -.. - _ _ # - - __._ 44 to _ - -- - -. -_r .__ _._ r' ' 44 _. _ ___. _- -_.._ i _ _ __ ___ _ - _ 32+00 33+00 34+00 35+00 36+00 37+00 36+00 CONSTRUCTION NOTES: I O CONSTRUCT 0.25' AC PAVEMENT OVER 0.50' CLASS II AGGREGATE BASE (TENTATIVE SECTION). 3O CONSTRUCT P.C.C. CROSS GUTTER PER RIV. CO. % STD. DWG. NO 209 & 209A. 4O CONSTRUCT 6" WIDE PCC SIDEWALK PER RIV. CO. STD. DWG. NO. 401. �r1, O6 SAWCUT EXISTING AC PAVEMENT ��• REMOVE EXISTING AC PAVEMENT �X sue' 1 8O ADJUST MANHOLE TO GRADE I y s 13 INSTALL STREET LIGHT PER COUNTY OF 6 p �y`",S% Bp9 RIVERSIDE STD. NO. 1000. K �2$J �„Sy~ W�e 3 18 14 CONSTRUCT SIDEWALK ACCESS RAMP T 'w �`S�, 3? �3 ST. CLAIR AVE. PER COUNTY OF RIVERSIDE STD. NO. 403. m z a- ' TC c� 15 SPANDREL PER RIVERSIDE CO. STD. DWG.NNO N 09 E C SEE SHEET No. 7 Q (PORTION) ; z & 209A. MATCH WIDTH OF EXISTING CROSS \ CUTTERS AS SHOWN n \ 8` L® 34 35 36 T 38+24.02 C TERRA COTTA ST. I�nTI �\\ �`\ BT•)p• TC 2 37 BR 1 =36+6 .86 S. CLAI A CONSTRUCT 8"CURB AND GUTTER(TYPE A-8) 37 T PER RN.CO.STD.DWG NO.201 -` L�3p.2Y 29.80' 6p,00' T so.00' S2.p2' - X. CURB, GUTTER & SIDEWALK E INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. �S N `�\ 2 �\ T, - NO. 201 AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD x \ :.~ \ �\ �. �� TC 4 1 i ✓ i �--EXISTING PAVEMENT -` 6 EX. X GUTTER ® APPLY THERMOPLASTIC "STOP" AND LIMIT LINE PER CALTRANS STANDARD 6 7 EX. CURB, GUTTER LEGEND: Kv - EX. ST. LIGHT -- &SIDEWALK SAWCUT, REMOVE AND REPLACE JOIN EX. CROSS GUTTER ® A.C. PAVEMENT ITN 7-/S-o'A I (0s5A. 38+05.90 of TERRA coTTA sT. THESE PLANS HAVE BEEN REVIEWED FOR (60.56 FL) AGGCONS BASE. A.C. OVER COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. CURVE DATA (IN FEET) n DELTA RADIUS LENGTH TANGENT Q 90"02.36" 25.00 39.29 25.02 RAYMOND O'DONNELL RCE#26603 CITY ENGINEER Q 29'48'04" 300.00 156.04 79.83 � O O 42'02'00" 280.00 205.41 107.58 TERRA COTTA STREET 40 20 0 40 60 120 .� SCALE 1"=40' , z Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: AMENDING MAP pp�.� pp EEEEgg C�EE p�� CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE S ®Coll: TOLL FREE AC SPTEUD¶C�ONSTRUCTION�PRAC�OCES,CONSITNRUCTT,0 Cµ0I%ACTOR�11A BEY ,1�4, r �, � CIVIL ENGINEERING - PLANNING - SURVEYING RpE�ppUU RREED� o pSSU E S N�CS A T,P E5p0NSIg�L�Ty pR,IpR w.+rw : EX RED aMLATE ENGINEE�� DATA° r O CITY OF LAKE ELSINORE r ol CONDITIONS DURINONTHE Cg F4 OF CONSTRUCTION OF THE TPR0.1EC7,�� m EXPIRATION DATE: PO IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 TORN RANCH PHASE 2 '8�� INCLUDING$AFETy OF AFL pERgpNS qND PRppERTY;THAT 7HS pEpU EMENT (909)683- 5234 FAX (909) ISM- 5301 I oF11 SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UN W TO f EME APPROVED BY: TERRA GOTTA STREET SHEETS WORKING HOURS AND CONSTRUCTION CONTRACTOR RTHER AGREES O aK STREET IMPROVEMENT + 227'260U DEFEND.WDEMWFY AND HOLD DESIGN PROFESS ONAL HARMLESS FROM ANY AND ALL LIABILITY.REAL OR ALLEGED,W CONNECTION WITH THE PERFORMANCE �'r+ SCALE BENCH MARK:OF WORK ON THIS PROJECT,EXCEPTING UABIUTY ARISING FROM THE SOLE rF or CAVE 1"=4O' TA.32+88.31T0 STA.38+24.02 FILE N0. TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL. MARK REVISIONS APPR. DATE DESIGNED BY ABI DRAWN BY CC CHECKED BY BC DATE: DATE SEE SHEET 1 W.0 FOR F.B. 1098-001 JUN. 2002 i098-002 KIPP - -_ _ _ - - - - _=-- fs - _-. _. ___._._.._._.- .. _ __ _ _ . - � C - -- - -- - a - ... - -__..._.. ..-_,_-- ----- _ Ix A - - n n mm HiT_ - -- - - -- - - --- - - - -- m..._ _: Ey ------------ _____. _._ _.. __ ....___.._._ .. _._... __.___ ._. _. __ ._. _... _ ... _.:._.._. .___ f•� -- --_-_ _.. .____ ._ _... ._.__.._.. .-- --_——. _— ---- ...._ _ _ Eirt' __ _ .� _—.__ E ❑ cm HE 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 LEGEND: ® SAWCU, REMOVE AND REPLACE EXISTING A.C. PAVEMENT OCONSTRUCT A.C. OVER i AGG. BASE. CONSTRUCTION NOTES: Q1 CONSTRUCT 6" CURB AND GUTTER (TYPE A-6) PER RIV. CO. STD. DWG. NO. 200. QZ CONSTRUCT 0.25' AC PAVEMENT OVER 0.50' CLASS PHASE 1 PHASE 2 II AGGREGATE BASE (TENTATIVE SECTION). ❑ ® CONSTRUCT 6' WIDE PCC SIDEWALK PER RIV. CO. E STD. DWG. NO. 401. E JOIN EX. CROSS GUTTER 26+67.37 C/L ST. CLAIR AVE. © SAWCUT EXISTING AC PAVEMENT. 9 z O 18 RT. OF C L 23+23.91 ST. CLAIR AVE. 16+56.96 C L TORN RANCH RD. O G] =16+59.90 C L RALPH RD. EX. CONC. O Q7 REMOVE EXISTING AC PAVEMENT. (77 00 FL) EX ST LIGHTC EX. CONC. X- B ADJUST MANHOLE TO GRADE. I _ EX. ST LIGHT` X-GUl'TER - --- -- -- - TER -_..----- __ _-_._ -O O ?RT .--1 � � -�� � 1© INSTALL STREET LIGHT PER COUNTY OF L(� -:-- --' : __- 8 ,: - _ + RIVERSIDE SAD. NO. 1000. I �04 .--I _�2-- 6- 7._-Ex sc sc- i•. <R� A w 2a .P. 25 C/L 26 5.70� r I. ;:ate.; 25.88' _..:,E.P. 2 �'� 00 [� CT SIDEWALK ACCESS RAMP 403. ----- CV ;- - .. _ - __-_ 1._ `G __ —hx ems'a --'_— --- ---+.x s5we—... -2 -- --<<.e^s,+R.•*�- .: �.. 1- — . —e..s•5Vdz-.- - - 1O5 CONSTRUCT PCC CROSS PER COUNTY OF I GUTTER (PORTION) AND e Qi W :. — .. - 15 R _.,�. ��, :: �2 r� r„ :`.. rW�, SPANDREL PER RIVERSIDE CO. STD. DWG. NO-209 C/] \�,` 14 15 SpA1DO o 3c 209A. MATCH WIDTH OF EXISTING CROSS 2 127.56" 1 4 4 126.72' 4 126.71' 1 14 ILf 121.39' W GUTTERS AS SHOWN C 4 1 `Z w 16 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. NO. 201 Z 'Z0 cd OT 20 !?� 5�T _ '� 1 a AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD a + a , JOIN EX. CROSS GUTTER JOIN EX. CROSS GUTTER N� 1 18 RT. OF C O 18 RT. OF C +m m JOIN EX. CROSS GUTTER ® APPLY THERMOPLASTIC "STOP' AND LIMIT LINE PER CALTRANS STANDARD x w (76.16 FL) (72.70 FL) n0 O 18 RT. OF C RALPH ROAD 72.80 FL) E- E- SEE SHEET No.B 13 TORN RANCH ROAD ( 1 SEE SHEET No.9 8 t11 �-Ts-ot THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. ST. CLAIR A VENUE � F •�IINEL -�' F o RAYMOND O'DONNELL RCE#26603 40 20 0 40 B0 120 k N CITY ENGINEER SCALE t'=ao' > Z L C Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: AMENDING MAP N 9 oeoFNss,�+ CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE 6 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WTH GENERALLY eE 'c.- f CIVIL ENGINEERING - PLANNING - SURVEYING ®Caii: TOLL FREE ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE � �� � nsso CITY OF LAKE ELSINORE � w R��ppUU%pE�TU ASSUME Sp�E ANC PtA UET NVLItt FOR d0B 511E w.inm R TERED CIVIL ENGIN N0. 2020 IOWA AVENUE, SUITE 102. P.O. BOX 52050. RIVERSIDE, CA 92507 TORN RANCH PHASE 2 0 CONDNING DURrYG THE COURSE S CIXJS UC710N OF THE PROJECT, EXPIRATION DATE: DATE: i -800 INCLUDING Sq�E OF ALL P�gSpNS AND OPERtt;THAT THIS ppEOUIREMENT un.eao-os TEL (909) 683- 5234 FAX (909)683 - 5301 q r, SHALL BE MADE TO APPLY CONTINUOUSLY AG NOT BE LIMITED TO NORMAL APPROVED BY: ST.CLAIR AVENUE OF1 SHEETS 227-2600 DEFENDGINDEMNIFY aID CONSTRUCTION DESGNGP°ROFFEASGSIIONAL PROFESSIONAL HARMLESS RMLESSSFFROM ANY °" STREET IMPROVEMENT OF WO KOONN THIS PRROJECT EXCEPnNG 1LIABIUttCARISINGTMFROM THE SOEPERFORMANCE - M r or e'���R4* SCALE 1•=40� BENCH MARK: STA.21+5�,35 TO ZS+JrO.00 FILE No. TWO WORKING DAYS BEFORE YOU DIC NEGLIGENCE OF DESIGN PROFESSIONAL. I MARKI REVISIONS APPR. DATE DATE SEE SHEET 1 W. 1098-001 DESIGNED BY ABI DRAWN BY CC CHECKED BY BC DATE: JUN. 2002 1098-002 KIPP __. _.._.... ....._..__ _._.... __. .--__.. ..-_. -- — - Z _. _ _ W __....__ _ 1SF1 =- 97 MIA..:__. _. ..-- -- - -- ___.. __ -_ -1 _. __._ ._ _. -_ ._ __. 01 sir :._.__ _...__ _ 1". _ _ ... _._ ._ __.__._ _ __ -..__ _. .._ -- _ _ _ G• _ _ _ —_ _ _ ___ — — - _ 40 ._ ..___ ____._ -.._._.... U ...._ _. .. _ _ ___. .___ ..: ..__ _ .. 10 jr - -- .. -- ---- - ".. � o 4gFn-: fApp __ ._ _._ o N_-_ _ __ S]-- � _- — - _ - - -- -- - -- -- - - - - _- .-- _. T " - - - Hm _. .. - ... ---- ....__ _ - - _.. —— - N N _ - -. ---— - i - 44 Aw _ 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 I LEGEND: CURVE DATA (IN FED) ® SAWCUT, REMOVE AND REPLACE DELTA RADNS LENGTH TANGENT A.C. PAVEMENT Q 90-02.36" 25.00 39.29 25.02 €^ CONSTRUCT A.C. OVER . .'. AGG. BASE. CONSTRUCTION NOTES: Q CONSTRUCT 6" CURB AND GUTTER (TYPE A-6) PER I O RIV. CO. STD. DWG. NO. 200. Q2 CONSTRUCT 0.25' AC PAVEMENT OVER 0.50' CLASS O II AGGREGATE BASE (TENTATIVE SECTION). g z Q3 CONSTRUCY P.C.C. CROSS GUTTER PER RIV. CO. �; 'n • EX. CONC. STD. DWG. NO. 209 & 209A. t Z O X—GUTTER` 30+00.14 CA ST. CLAIR AVE. EX. ST. LIGHT\ I 33+32.91 C L ST. CLAIR AVE. — -� 3 5.86 T CLAIR AVE. ST ® CONSTRUCT 6' WIDE PCC SIDEWALK PER RIV. CO. 3 _ \\Il I 16+60.06 C -PENNSYLVANIA SL - - - \A, I I„ STD. DWG. N0. 401. CO 1 S:B1' - _ - + _ -X 'II I © SAWCUT EXISTING AC PAVEMENT. --EX ST LIGHT ~ 4 j �$� EX ST.}jg17 +24.02 C TERRA III I © ADJUST MANHOLE TO GRADE. CONC C\1[� i I EW y EP W _ 1 C/L 32 EP 3 B 35 EP jll 37 INSTALL STREET LIGHT PER COUNTY OF 5sap N : .. -.8_- --�,;L"I 2 ._. 4 --aA 6Sea- - —<. 6^sw�a I � RIVERSIDE STD. NO. 1000.IN I 34 36 a __ - 14 CONSTRUCT SIDEWALKACCESS RAMP 403 W I I PER COUNT OF RIVERSIDE STD. NO. 121.36' C 112.01' 134.76' 1 1 n Z W 74 7 i s 0 1271T 11e.7s' ! 15 CONSTRUCT PCC CROSS GUTTER PORTION AND 1..a 20 15+14.96 �ry 14 16+15.06 BCR T 14 '� 14 37+80.99 ECR s e l i O ( ) ECR n �' 16ECR 87 s 16BCR a7 21 37 14 SPANDREL PER RIVERSIDE CO. STD. DWG. NO-209 () „� 1 j & 209A. MATCH WIDTH OF EXISTING CROSS E" JOIN EX. CROSS GUTTER/ n m TERRA GOTTA ST. GUTTERS As srRowN ` ®1a RT. OF C L N PENNSYLVANIA ST. s a WOODLAKE ST. m 1 (70.70 FL) SEE SHEET No.10 + 1 +SEE SHEET No.11 N SEE SHEET No.5 1e INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY j J N STD. DWG. NO. 201 AND INSTALL R-1 STOP SIGN PER M M n PER CALTRANS STANDARD 1 ®APPLY THERMOPLASTIC "STOP" AND LIMIT LINE PER PER CALTRANS STANDARD B 1!f✓ •RS-o2 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITYAND STATE LAWS, AND A PERMIT CAN BE ISSUED. 0 i ST. CLAIR AVENUE 40 20 0 40 80 120 �q.s ,���,.� 7-2,-oz E N RAYMdND O'DONNELL RCE#26603 1 GT SCALE 1"=40' CITY ENGINEER PREPARED UNDER THE DIRECTION OF: m - Underground Service Alert PRIVATE ENGINEERING NOTE AMENDING MAP m F,oFES3,oh ripCANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE 7 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY e`w° x�•�4p F�,. E—yJC_ L{/ C..� CIVIL ENGINEERING - PLANNING - SURVEYING ®cml: TOLL FREE ACCEPTED CONSTRUCT ON PRACT CES CONSTRUCTION CONTRACTOR WILL BE R�pUI io ASSUME SpLF pN�C�ypLETE RE 0N5Ig�L1tt FOR ddd��pg SITE REGf TERED CIVIL ENGINEER 17550 CITY OF LAKE ELSINORE CONDITIONS DURING THE COARSE OF CONS7RUC�ON OF THE PROJEC�.I EXPIRATION DATE: DATE:7 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050. RIVERSIDE, CA 92507 TORN RANCH PHASE 2 ' INCLUDING$gFEtt OF ALL PER! AND PROPERTY;THAT THIS fRj NORREMENT p E,F.a-w-ro TEL (909)683 - 5234 FAX (909)683- 5301 SHALL BE MADE 70 Ap�LY gWNTINUWSLY AND NOT RE LIMITED MAL APPROVI:D BY: WORKING HWRS.AND CANSIRUCTION CONTRACTOR FURTHER AGREES TO �k ST.CLAIR AVENUE OF� SHEETS ��"2600 DEFEND,WDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY STREET IMPROVEMENT AND ALL LIABILITY,REAL OR ALLEGED.IN CONNECTION WITH THE PERFORMANCE - UI T r'r SCALE BENCH MARK: OF WORK ON THIS PROJECT,EXCEPTING LABILITY ARISING FROM THE SOLE a or oA�1 1"=40' STA.28+50.00 TO STA.36+65.86 FILE N0. TWO WORKING DAYS BEFORE YOU DIG OF OF DESIGN PROFESSIONAL. MARK REVISIONS APPR. DATE DATE SEE SHEET 1 y,A DESIGNED BY ABI DRAWN BY CC CHECKED BY BC DATE: JUN. 2002 1098-002 KIPP - 1098-001 - _ _ - -L.- , t 4 74. _ ___ _ _ _ _ ____ _-. cm _..__ .. � _ _ _ _ _ _ _ _ __ _ _ _ _ 5 FL RT _ -- ._ _ - . _.._... ------ _16 O-_ _ __ _._. _.. , ....._. ._..._-._ -.-__.___.__ -.. -_.. _-_ __-..____ -.. __...._. - .__....__ _ _._.._.._. a.TC __ - _ -_ 1- _.. -... -____._ _. ._ _ _ _ MID �}KC - - - - -- -.. rci 3 n _ - � h 46 AT f -t7=74- --- ---- - -- - - - - - - - - - - -- -- -- - - - - - - - - - - f _ -.__ _.-. _ __ _. _.._ _. -_ ___ _ _ _ --_- - l _. --- - - -. - - - - - • ---- -- ---- `-- - �. ..� _ __ :._. - - -::.:_ - - '_:- __ _ _=_ - ___.__-"._ -._.- --_=- -- �_ - - t - - - - - "_ fit...�.Otf` -s�.�.._ Ez -- -- - --- -. o it n rz - `3'R(iFILE SCALE• TH ._ --rt _-_ ---_-_ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 10+50 10+00 10+50 10+00 CONSTRUCTION NOTES: NOTE: CONTRACTOR SHALL POTHOLE TO VERIFY THE O7 CONSTRUCT 6"CURB AND GUTTER(TYPE A-6)PER LOCATION OF ALL EXISTING STORM DRAINS PRIOR TO RIV.CO.STD.DWG. NO.200 = TC = CONSTRUCTION. Q2 CONSTRUCT 0.46 AC PAVEMENT OVER 0.34 CLASS - - _ - II AGGREGATE BASE(TENTATIVE SEC7IIXJ). - It 4a CONSTRUCT P.C.C.CROSS GUTTER PER RIV.CO. USE CASE C 5 STD.DWG.NO 209&2D9A. GUTTER DEPRESSION W 2 ® CONSTRUCT 6'WIDE PCC SIDEWALK PER RIV.CO. - - - _ I'• T z W-7,H=7.9 _ _ GL_ - .. WASHINGTON AVE. STA 10+51151 c C.B. 3 5 2 1 ST. GLAIR AVE. STD.DWG.NO.401. - SEE SHEET No.3 - gym SEE SHEET No.6 O5 CONSTRUCT CURB INLET CATCH BASIN PER RIV.CO, 0100 IN 12.62 cfs - I z� c�j�ci STD.DWG.N0.300&300A,SEE PLAN FOR WIDTH v STA: 19+54.51 o .� I OPENING. II a BCR 1 a W U 1 env 8 Y Rm © ADJUST MANHOLE TO GRADE - --U = 1YpRaUI,IC DATA �n s m 12 N 13 14 15 ):2 16 17 a18 19 m ;I Q INSTALL 16'RGP :u 41� _ o EXIST.TYPE"X"IN "f �' a ?, s x © INSTALL STREET LIGHT PER COUNTY OF - - - 3 1 + U z rn i^ r rs -P> EX.ST.LIGHT 1 PER RCFCD,REMOVE � + �" �+ RIVERSIDE STD.N0.1000.1D+35.173 RALPH ROAD = = - - - g � n W5y#S I 14 CONSTRUCT SIDEWALK ACCESS RAMP PER COUNTY OF RIV STD.NO.403, +'r -- _ I =1D6+00.00i EX.96 5.4. 86.20' ^ 62,00' 4 63.DO' 62.D0' 80.70' 4 82.o0' w 6o.o0' 62.00' 55. 20 .. - -' C/L INTERS OF EXIST.24 S.D. STA: 16+59.90 RALPH ROAD= 1© REMOVE EXISTING DROP-INLET STRUCTURE AND DISPOSE -- - u - A. .91 R A 18 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. -LAT C-2 ��' i .� 010�t262cfe-' $ ;,�-.._ PROP. W.L.-7 -_ _._ -.__. _-: - - - - _- EXIST.21'S0. N ;.F.. o n ^ �2 2 1 I3 �NOt•21'301M "f4 2 LL" 1 1S " - _Ts l 4 O 0. 201 AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD__._ _ _:_ _ - N "v f0048c PROP.8'SEWER.'^*l,r...��._ t _ 1 rll t 2 �� --.... 19 CONSTRUCT CONCRETE COLLAR PER RCFC STD.DWG.M803, -1t. fs STA: 10+00.00 RALPH ROAD= -_ _.. -- STA: 19+99.51 WASHINGTON AVE 4, '+ ® INSTALL 30"RCP QE ,. #:.. 11,21' 62.00' sD.00' 4 62.00' 60.70' 82•W 4 63.00' 82.00' 55.00 14,� ' FEE PLAN FOR GUTTER PRESSION PER RIV.CO.STD.DWG.N0.311 - - STA: 20+44.51 ♦ ' N - _ -, .. I EX.ST.LIGHT I BCR �" �, ® INSTALL 24"RCP - - 7 6 5 4 3 A., 1 g 1 c3 a I z ® CONSTRUCT JUNCTION STRUCTURE NO.4 PER RCFC STD.DWG.NO.JS 229 10+37.70 RALPH ROAD I S' USE CASE C 9 8 � 2 '("S ® REMOVE EXISTING 24'RCP iqaA 100+75.033 EX.96 SC/LINTERS.OF PROP.18 S.D $7 p 4DEPRg�C�C.B./4 �' ? ® APPLY THERMOPLASTIC STOP" AND LIMIT LINE PER CALTRANS STANDARD z W=7',H=7.5' N 1 PROP.18"S.D.SEE y W 0100=11.48 cfs ^ PROFlLE LOWER RIGHT THESE PLANS HAVE BEEN REVIEWED FOR LAT"C-4 CURVE DATA (IN FEET) <od 7 Ar COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF = - m so DEVELOPMENT AND/OR CITYAND STATE LAWS, _ _ _ DELTA RADIUS LBNCTH TANGENT 21 AND A PERMIT CAN BE ISSUED. - - - o O 90*00,09, 25.00 39.27 25.00 -27� 2 89.59.51" 25.00 39.27 25.00 QF91iE -- II m -• 0 9000'23" 25.00 39.27 25.00 RALPH ROAD �� ,y :,-e>_ e of u WV 40 20 0 4o fio zo ® 89.59-37" 25.00 39.27 25.00 RA OND O'DONNELL RCE#26603 L SCALE 1"=40' CITY ENGINEER 1 00 11+0) FZn 6]7 Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: AMENDING MAP ON 'Pores:„4,� CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE 8 N CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE PATH GENERALLY e�°�M N.cH+ �, is rm CIVIL ENGINEERING - PLANNING - SURVEYING I o ®cml: TOLL FREE ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE ° '� a v REE��IIIIIRpE���Tp ASSUME$(JL�RI C01IplETE RESppNWLR FpR JpB SITE wa inw RE EXPIRATION ATE ENGINE VINO. 17550 CITY OF LAKE ELSINORE CONDITIONS WRING THE CgIRSE OF CONSTRUCTION OF THE PROJECT EXPIRATION DATE: DATE: 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050,RIVERSIDE, CA 92507 -8l)t) INCLUDING SAFETY OF A�pERSpNS AND PROPERTY;THAT TH S REpU'IREMENT s e,P.eao-os TEL (909)683 - 5234 FAX (909) 683- 5301 TORN RANCH(PHASE 2) SHALL BE MADE TO APPLY CONTINUWSLY AND NOT BE DMIW TO NORMAL APPROVED BY: RALPH ROAD OFJ SHEETS YWRKING HWRS•AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO , STREET IMPROVEMENT 227-2600 DEFEND,INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY sr AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION PATH THE PERFORMANCE _ UIt.T "e �d°- SCALE _ BENCH MARK: STA. �O+OO.00 TO STA. 16+5J.9O TWO WORKING DAYS BEFORE YOU DIG NE(XIGENCENOF�DEgNPC�O E�ONuC LIABILITY ARISING FROM THE SOLE MARK REVISIONS APPR. DATE cF c'O DAB T"-40 SEE SHEET 1 FILE N0. DESIGNED BY ABI DRAWN BY CC CHECKED BY BC DATE: JUN. 2002 WO1098_002 KIPP ` 1098-001 tlaq.52 .7L - - - - B Pt- FA - - - - - t -' -- - - ----' - - -- ----- --- -- -- - ---- -_..- ----- - --'- - -- AD - - - - - u- - - -- - -- - Es -- _ -- - _ .. - At f � VC 14 - RMOVAPS -- v --- -.-- - ---- - ---- - - - - - - - C - - - - --40 - - - - v - - V - 3�2D - - -- N < 0 3¢ 1 Fi f V`S" - _ - - -- m - - - - - - - -- VIM 519- LLi _ - - - - - - -- -- - - -- - _ .__ _.._.__ U .y ICU AA 4�41 Si _ _ _ _ _ _ _ _1 ,,rr9.75 AS 10+00 11+00 12+00 13+00 14+00 15+00 W+00 17+00 10+00 10+50 10+00 10+50 CONSTRUCTION NOTES: O ©5 JSp2 ©TS#3 (D CCONSCTRRUCT 6"DCURB AND D2GUTTER (TYPE A-6) PER 1 A-45'01'36" E=6.2' A=62'29'56" 00 8=36" F=4.42' B=24" Q2 CONSTRUCT 0.46 AC PAVEMENT OVER 0.34 CLASS G=4.00' Oz=24" II AGGREGATE BASE TENTATIVE SECTION). D=96" D,=36" ELEV. R.=52.54 ,8 L=6.00' ELEV. S-52.01 0 CONSTRUCT P.C.C. CROSS GUTTER PER RIV. CO. ❑ ELEV. R-50.53 ELEV. S.=49.80 STD. DWG. NO 209 & 209A. ® CONSTRUCT 6' WIDE PCC SIDEWALK PER RIV. CO. ��.,� STD. DWG. NO. 401. z WASHINGTON AVE. 5 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. G7 u SEE SHEET No.3 8 B" ST. GLAIR AVE. E S u•? STD. DWG. NO. 300 & 300A, SEE PLAN FOR WIDTH z OPENING. 3 W o SEE SHEET No.6 e $ c i18 1 1 1 •r Q INSTALL STREET LIGHT PER COUNTY OF m 4 d 30 + RIVERSIDE STD. NO. 1000. !TA 10+1 S6_ C L T.S.N- u =STA 10+00.00 LAT D-2 65 22+97.61 ECR 12 1 18 19 2� 7T�' 0 PER COUNTY OF RIVERSIDE STD. NO. 403. 16 4 CONSTRUCT SIDEWALK ACCESS RAMP T 13 14 15 +22 « I INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. s 14 �? 18 66.28' 62.00' 60.00' 62.D0' S 6D.70' 4 60.00' 52.DD' 3 ti I 0100=13.5 cfs NO. 201 AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD 1D+00,00 CA TORN RANCH ROAD fiz.00' �'� ti 14 -23+42.59 CA WASHINGTON AVE. 3 I 16+59.96 C TORN RANCH RD. ©1 CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. DWG. NO. 311 CASE C PROP.36`S.D. .24---' + _ --- -- _--.._.__.__....__ .. ._.�_ i__.i__ ._ _ __-- 1 _ -- 26+87. T. GLAIR INSTALL 24" RCP STORM DRAIN. SEE PROFILE ABOVE RICH I I��,D TC 11 I2 ►lmva'm`w ,s 1s 2 _ TC _ �_ N x G LAT"D-1` _ --,- - --'-•-__- --I a -I - .�...1 4- .", - - _,_ - - CONSTRUCT JUNCTION STRUCTURE N0. 2 L 63. B'. s ---_..� ''-83:78 ---- -..,_.: -t4---- .-.:--- r-'----" a..H. -r= --- �_i _ _. _�, 0100=13.5 cfs RCFCD STD. DWG. JS227 TPA `" ! 100=18.5 pfsI- ,4 ' 73.05 18 4 x$� ® INSTALL 36" RCP STRRM DRAIN. $ +66.1t WASHINCTON AVE. - 97+05.5+EX.96 S.D. CA INTERS.OF 1 CONSTRUCT TRANSITION STRUCTURE NO. 3 RCFCD STD. DWG. TS303. I PROP.30`S.D. rr yyy 87.95' 62.OD' 60.00' 60.00' 61.00' 4 62.00' 60.00' 62.00' 55.00' �" 23+87.61�BCR 8 7 6 5 4 3 2 27+12.34 ECR ?? 73 38 ®APPLY THERMOPLASTIC "STOP" AND LIMIT LINE PER CALTRANS STANDARD 63.47 TC Q� 4"S.D. SEE 1 NI PROFILE ABOVE RIGHT + TC ' o LAT`D-1` PROP. 4`S.D. td. USE CASE C 5 2 z N 7-IS-o2 SEE PROFILE ABOVE RIGH + GUTTER DEPRESSION LAT'D-2` STA 10+56..1 CAC.B./6 THESE PLANS HAVE BEEN REVIEWED FOR WT 8.5 cfs CURVE DATA (IN FEET) COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DELTA RADIUS LENGTH TANGENT DEVELOPMENT AND/OR CITYAND STATE LAWS, 0 89-58'24" 25.00 39.26 24.99 AND A PERMIT CAN BE ISSUED. Q 90-01'36" 25.00 39.28 25.01 TORNRANCH ROAD 4D 2G D 4D 6D ,2D o 9EPD2'D6- 25.DD 39.29 25.02 ��� e4An_ ..1 1 s: z ® 89-57'52- 25.00 39.25 24.98 y t In scALE 1"=ao' RAYMUND O'DONNELL RCE#26603 z CITY ENGINEER c Underground Service Alert PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: 1. ` C 9 AMENDING MAP CO F"pFE33,p"' /f COUP CANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE 9 CONSTRUCTION CONIRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY `•° "c y/ CIVIL ENGINEERING - PLANNING - SURVEYING 2 32 4®cpu: TOLL FREE ACCEPTED CONSTRUCT ON PRACTCES CONSTRUCTION CONTRACTOR WILL BE ,� p"" '"�`g R��ppUDIppEE��io ASSUME SOLE qN��pyp��TE RESpoNyRILItt FOR�pB SITE x.t>sp R STERED CIVIL ENgN N0. 17550 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050. RIVERSIDE, CA 92507 CITY OF LAKE ELSINORE CONDI710N5 DURING THE CWRSE OF CONSTRUCTION OF THE PRO.FCT, EXPIRATION DATE: DATE: (909)683- 5234 FAX (909)883- 5301 TORN RANCH(PHASE 2) -600 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY;THAT THIS ppEWIREMENT a Eq.a-sp-0s TEL SHALL BE MADE TO APPLY CONTINUW TR OR SLY AND NOT BE LINITEO i0 N u APPROVED BY: TORN RANCH ROAD OFL 1 SHEETS 227-2600 DEFEND,INDEMNIFY REAL IOLDUDESIGN GROFFESSONNALUHAARRMLESS FRS��r p" _ STREET IMPROVEMENT AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE '�+ SCALE BENCH MARK: STA. 10+00.00 TO 16+59.96 FILE NO. iW0 WORKING DAYS BEFORE YOU DIG WORKGLIGENCE OFHDESIGN PPROFE590NAL LIABILITY ARISING FROM THE SOLE M IK REM90NS APPR. DATE 'f or ora DATE 1"-40 SEE SHEET 1 yy , DESIGNED BY A81 DRAWN BY CC CHECKED BY BC DATE: JUN. 2002 1098-002IFUH KIPP 1098-001 U of.- ED VC TH - - - .741�J./ rz OF -- :. TR N - - - - - - --- _ - - - - -- - - --- -._ . - - - - - - 77 0 _ .: - +h - - - - -- - - - -- - -- - -- - - +m"__ - - _ - - - - - - - -- - -- _ - -__ - -:•_� III .✓ __ _. - --- - -- - law- - -- --- - --- -- - - lu Erz 40; ` =iw --- - - U - - ML - 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 10+50 10+00 CONSTRUCTION NOTES: O7 CONSTRUCT 6" CURB AND GUTTER (TYPE A-6) PER I € 0 RIV. CO. STD. DWG. NO. 200 $ O CONSTRUCT 0.46 AC PAVEMENT OVER 0.34 CLASS -�� II AGGREGATE BASE (TENTATIVE SECTION). USE CASE C 3 CONSTRUCT P.C.C. CROSS GUTTER PER RIV. CO. WASHINGTON AVE. GUTTER DEPRESS10N 5 z1 ST. CLAIR AVE. STD. DWG. NO 209 & 209A. Z SEE SHEET No.4 10+61.57 C/L C.B. 17 SEE SHEET No.6 a CONSTRUCT 6' WIDE PCC SIDEWALK PER RIV. CO. t c W=7', H=7' TD S . DWG. NO. 401. 3§ li Q100-IN=13.7cfs 1 hg FCFno SM. DWG. NO. 300NLET& 30 A, SEECATCHAPLIANP FOR RWIDTHCONSTRUCT CURB I D PROP.24' D. I U M 13 N a? + OPENING. j 12 14 15 + 16 1 18 n 19 '10 m F Q�,�EX•Sf•LIGHT Q INSTALL STREET LIGHT PER COUNTY OF RIGHT LATE E-1'�� 6+ .1 R '' PROP. 8" +55.09 OCR : RIVERSIDE STD. NO. 1000. 14 5 WATER LINE 14 CONSTRUCT SIDEWALK ACCESS RAMP TC 1 TC .00 62.00' Bo.00' 4 6o.00' 1 61.G0 62.G0 60.D0' 62.Do' 54.98' , 15 1 +6 1 Y AST, PER COUNTY OF RIVERSIDE STD. N0. 403. _ = 0+00.14 C ST. CLAIR AVE. CONSTRUCT PCC CROSS GUTTER PORTION AND 10+00.00 C PENNSYLVANIA _ 15 TD N L -�- & 209AEL PER RIVERSIDE CO. S . DWG. 0-209 26+75.09 C L WASHINGTON ACE.. 1C n 1 1 2 t4 1s TC 16 18 INSTALL STREET NAME SIGN PER LAKE ELSINORE CITY STD. DWG. "N�ryR O7 w- """"'•- -{ - •- - d �, - NO. 201 AND INSTALL R-1 STOP SIGN PER CALTRANS STANDARD PROP 36`S.D. L 7 _0100=13.1cb :1 4 - -r}- TC 18 4� 2�8 © CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. DWG. NO. 311 CASE C SEE PROFILE ABOVE T RIGHT UT"E-1' ® INSTALL 24" RCP STORM DRAIN. i 93 80.00 ,96'WASHING AVE. I 1, 101.97' 60.0O' 60.DG' 60.DO' so.00' 60.00 6o.00' 6o.o0 52.04 ® CONSTRUCT JUNCTION STRUCTURE NO. 2 ®P RCP ad. L IN RSSOF `�D. � STA 10+17.62 T.S.N.3 +44 e� I RCFCD STD. DWG. JS227 I' TC rn USE CASE C 9 -SIT 510+001 LAT`E-2`8 7 6 5 4 \-PROP. 8" SEWER LINE 2 r ®CONSTRUCT INSTALL "TRANSITION STRUCTURE NO. 3 RCFCD STD. DWG. TS303. GUTTER DEPRESSION • ® APPLY THERMOPLASTIC "STOP" AND LIMIT LINE PER CALTRANS STANDARD 10+54.54 C/L C.B.#8 g o W=7',H=7' + © J.S. #2 ® T.S. p3 0100=13.701 A=50'57'40" E=6.3' A=64'08'29" p =24" PROP.24'S.D. :- THESE PLANS HAVE BEEN REVIEWED FOR SEE PROFILE ABO CURVE DATA (IN FEET) B=36" F=4.62' B=24" F=4.62' COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF RIGHT LAT'E-2' C= G=3. c=4.6' ELEV. R= 48.88 DEVELOPMENT AND/OR CITY AND STATE LAWS, C/L 96"S.D.PER DELTA RADIUS LENGTH TANGENT D=96"96" L=5.9' Dl-36" ELEV. 5= 48.10 DWG.3-146, O 89'ST00" 25.00 39.25 2q,gg ELEV. R= 46.72 ELEV. S= 46.52 AND A PERMIT CAN BE ISSUED. I 0SHEET 12/29 $4H 1 Q 90'03'00" 25.00 39.29 25.02 7-Tsn i Q 90-03-32" 25.00 39.30 25.03 40 20 0 40 80 120 Ap PENNSYL VA NIA STREET ® 89-56-28- 25.00 39.24 24.97 Rio o'N� 7-Z'"" RCE#26603 c i' SCALE 1"=ao' CITY ENGINEER L Z PREPARED UNDER THE DIRECTION OF: E g ; Underground Service Alert PRIVATE ENGINEERING NOTE - - AMENDING MAP N ppOFE33,�4 CEGCANTY ENGINEERING GROUP,INC. TOWN OF LUCERNE �0 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH GENERALLY e'�° s"c+w`� �e...._.rr CIVIL ENGINEERING - PLANNING - SURVEYING lik can: TOLL FREE ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR NIL.BE C REouIRE�TO ASSUME SOLE AND M TtvR,ESpoNS I tt F Tog SITE we.11550 RE((fRED CIVIL ENGINEE 17550 CITY OF LAKE ELSINORE CONDITIONS DURING 1HE CWRSE OF CONS i++CTION THE OJECT EXPIRATION DATE: pp i O 2020 IOWA AVENUE, SUITE 102.P.O. BOX 52050, RIVERSIDE,CA 92507 - INCLUDING ggAFETY OF ALL PEERS$OONNS ApVIND OPERTY;THAT THIS ppEpU•IREMENT s E.p.e-x-as TEL (909) 683 - 5234 FAX (909)683- 5301 TORN RANCH(PHASE 2) SHALL BE MADE TO APPLY CONTINUOU _Y AND NOT BE LIMITED i0 NORMAL APPROVED BY: PENNSYLVANIA ST. OF��SHEETS WORKING HWRS,AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO 227-26� DEFEND INDEMNIFY AND HOID DESIGN PROFESSIONAL HARMLESS FROM ANY r+ aK STREET IMPROVEMENT AND ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION KITH THE PERFORMANCE p As" Y1CT �� 1 SCALE BENCH MARK: STA.10+00.00 TO STA.16+60.01 FILE N0. TWO WORKING DAYS BEFORE YOU DIG OF WORK ON THIS PROJECT,EXCEPTING LIABILITY ARISING FROM THE SOLE or e.0 1"=40' NEGUGENCE OF DESIGN PROFESSIONAL MARK REVISIONS APPR. DATE DATE SEE SHEET I W. 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