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HomeMy WebLinkAbout31920-7 As Built SIP STREET IMPROVEMENT PLANS UEG&V of ABBREVIATIONS AND S .S F FOR A.B. AGGREGATE BASE J.S. JUNCTION STRUCTURE AC.PAVING A.C. ASPHALTIC CONCRETE L LENGTH i SUML.P. LOW POINT MERLY DEVELOPMENT AVE.AV£. AVENUE O PONTlLAND CONCRETE CEMENT TRACT NO. 3 W V 20-7 � 9O� RETURN CURVE MO MAW" M M CATCH BlS1V t LOCAL DEPRESSgN r ` BLVD. LOIAEVARO MOVC MIDDLE OF VERIIGAL CURVE LefrERENNE � ROW BVC BEGIN WR)M,AL CURVE M.H. UWAD.E A FIRE FIYDRANT CB CATCH BASIN NIS NOT TO SCALE CITY OF LAKE ELSINORE CF CURB FACE OC ON CURB FLOWUNNE ,� {p HEMLOCK STREET t CENIERLAAE PIN. PORTION ( , f CONC. CONCRETE PCC POINT OF COMPOUND CURVE J CRADED SWALE ci1Y L� j /��r COLKff OF F -E-/�-�_-- CSP CORRUGATED STEEL PIPE P.I. POINT OF INTERSECTION RIGHT-OF-WAY-OF-WAY : � / STATE V CALFCM C.Y. CUBIC YARDS PRC POINT OF RE1£RSE-CURVE DR. DRIVE R.C.P. REINFORCED CONC.PIPE 2x FILET FLOW RATE 1 TERP.U.E. EASEMENT STREET LIGHT IOW DOMESTIC WA P PUBLIC UTILITY Tp. DWY DRIWWY PW PARKWAY ,/ j "lq K�o yY I9 �t c� EC Elltl CURVE RD. ROAD SWf HIGH POINT i4 ECR END CURB RETURN R.G. ROUGH GRADE OLIVE Sf. o--- , \, � ! ElEY./EL ELEVATION Rw RECLAIMED WAITER WATER METER r ' E.P. EDGE OF PAVEMENT SO STORM DRAMA �E ,\�BN►�`"t-`` � �2�;�4��i r EVC END VERTICAL CURVE SS SAM'iARr SEWER a aDft ��� �_ -` i / '� % / FL FLOWUNE ELEV. ST STREET I -1-- /1 ' (!�7 ' FS FINISH SURFACE STREET R/W RK:HT-OF-WAY y LEMON STREET Of �`�,: --� l�'�-\-{ � % 4 - Z! i ce cRADE BREAK sw slOEW41LX _ G) * H HEIGHT TC TOP OF CURB r 6) t I 6 r ! ,tom • r�s�/ H.OA HOME owrERS AS.SOCA7ON TYP. TYPKAL rr 70 it ire "I_ \_ t 1 1 r ' 4 m .,i$ �' ` 1 I ;d HP IMp1 POINT VC VERDN,+IL CURVE ` rI ,•� Ir my AVERT OF PIPE w WIDTH r .Z / '`�` :�,_ EXISTING SPOT ELEVATION T VICINITY MAP 14 66 � j /� ` NOT TO SCALE 411 r 4 GENERAL NOTES 64 SHEET INDEX 4 - ,; 11A 4ifI/ �. 'r . - --_z- AN4{ SI°IEET STREET PLAN DESCRIPTIONI. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND / / i \ 47 4--`` l � 39 i TITLE SHEETUTI ITY PIPES 0R STRUCTI/RE"S SFION'N ON THESE PLANS M[lE OBTAINED BY A ,0 62 .i i" zt i T\ ` i40 r L �1.SEARCH OF AVALABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF .� �- 4 \ I 39 \ r 2 SiIEET SECTIONS CONSTRUCTION NOTES d RATTAILS LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE _ "u� .- "����-�-� r Q:%( 3 ST.AND EWS STA 10+00.00 TO STA 16+88.49 A:CURAUY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR J - \ 51 �� \ �(({• NON-FXISTEMCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WIIFNN ' / \ \ �-" ,� 4 ST.AhOREIYS STA I6+8B.49 TO STA 24+32.07 . THE errs OF THE PR(UECT. THE CONTRACTOR IS REQUIRED 10 TAKE AL ° \�• fy � I�,.�✓ �`.. ��` \ `, 5 ROYAL iRDONI STA 10+00.00 TO STA I i+60.10 DUE MEGWWMWY MEASURES FOR THE PROTECTION OF ALL UTILITIES.PIPES / � ;R� � � +y \ ��rg/� -- -�---- -- - J� PRESTru STA 10+0.00 TO STA 11+7317 OR STRIICTLNRES, METIER 910WN ON THESE PLANS OR NOT. ANY UTILITY /� `r i- r`!-%"♦� 6 PRESTWICK STA 11+73.17 TO STA 17+94.36 DAMAGED DURING THE PERFORMANCE OF THE WORK SHWA BE REPAIRED OR / %" _ ♦ z _ - REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE I, 6 / � 5� �' I C , 2 � 7 STORM MIN LINE"A'AND LATERALS i CONTRACTOR AT HIS EXPENSE \♦ ' 8 STORM DRAIN LAVE•B'AND LATERALS 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS.STANDARD - `�\ !• �59 ii J�, \�I � 7? 777 SPECM7CATIONS FOR PUBLIC WORKS(LATEST EW M).AND STANDARD DRAWING \`�\\ \ \ 60 S/ OF THE COUNTY OF RIVERSDE ARID CITY OF LAIC£ELSINORE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAAW.AR WITH THESE STMILNROS AND CODES AT AL TIMES 3. THE CONTRACTOR SHILL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 EXT 247 �T �, , J✓ \ BETWEEN THE HOURS OF 9,00 AM. TO 4:00 P.M.MOACAY TINROI1GFl FRDIY. �' i �9 GRAPHIC SCALE ``�/ 4. CONTRACTOR SHALL UWAN TRAFFIC CONTROL IN ACCORDANCE WITH CiWTRANs ,00 o so ,o0 200 TRAFFIC MANUAL AND W'AT.C.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS \ 0 APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL �'�. >�• - Z REQUIRE MEDIATE WORK STOPPAGE \ \� i �` ��\ IN FEET C t 1 inch t 5. IT SHILL BE THE CONTRACTOR'S RESPONSOUT'TO HAVE A RESPONSIBLE '\ F REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT%ALL BE THE RESPONSI61'LITY OF THE CONTRACTOR TO ARRANGE FOR THEWCESSARY COWANES WD AT�48 PRDc�roTBEGI� ALL UTILITY ENGINEER NOTICE: �Y ue CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.SA)AT CONTRACTOR AGREES THAT HE 9Wl ASSUME SOLE AND •'L p *X MA 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING MURK. C06FLETE RESPONSIBILITY FOR,GIB SITE CONDITIONS DURING THE COURSE OF SCALE: 1"=100' 7. THE CONTRACTOR SHALL BE RE70NSOLE FOR THE CLEARING OF THE PROPOSED CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS WORK AREA,VINO RELOCATION AND COST OF ALL EXISTING UTILITIES SUBDIVIDER,MUST REQUIREMENT 9Wl APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKMIC HOURS. THE CONTRACTOR 9MLL DEFEND.INDEMBFY AND HOLD INFORM CITY Do- LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING THE OWNER AND ENGINEER HLARam FROM ANY AND ALL LABILITY,REAL OR i OF CONSTRUCTION. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHWl BE IN PUCE PRIOR TO PAVING EXCEPTING FOR LABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE r---------- THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, OWNER AP ENGINEER. 1 I =STREET IMPROVEMENT SHEETS ` ELECTRICITY GAS.AND DMNAGE FACILITIES. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON L---------J 9. ALL STREET MCTDNS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER PUBLIC RECORDS,ARE INDICATED WITH IHEIR APPROXIMATE LOCATION AND EXTEM, THE OWNER.BY ACCEPTING O THESE PLANS OR AND PROCEEDING WITH THE O =STORM DRAIN IMPROVEMENT SHEETS ROUGH GIMDINC TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS IMPROVEMENTS HEREON.AGREES TO ASSUME LMIBUITY AND HOLD THE 7 J . SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 10. ALL EXISTING LIDERGInAO UTILITIES AND STRUCTURES MUST BE POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON ELEVATIONS WRIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE PUBLIC RECORD$OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR N07MUED OF ANY NECESSARY REW-90NS TO THE APPROVED PLANS. THE REVISIONS SHALL BE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE IN TFE FORA OF'AS-BILLY FLANS SUBMITTED TO THE CRY ENGINEER FOR APPROVAL PROR PRECAUTIONARY MEASURES TO PR07ECT THE UTILITIES OR STRUCTURES, OWNER: / SHOWN AND ANY OTHERS FOUND AT THE SITE IT s ALL HE THE CONTRACwR-S TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. RES-ON901UIY TO NOTFY THE OWNERS OF ALL UTILITIES OR STRUCTURES McMILLIN SUMMERLY, LLC CONCERNED BEFORE STARTING WORK. P.O. BOX 85104 11. ALL IX61NNC MONl1MENU110N DISTURBED OR DESTROYED DURMO CONSRUCTION SAN DIEGO, CA 92186-5104 SHALL BE REPLACED TO CRY STANDARDS AS APPROVED BY THE CITY ENGINEER• THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSBLE FOR,OR T. (619) 794-1252 y_1 CENTERLINE TES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COWLfT10N OF LMBLE FOR UNAUTHORIZED CHANCES TO OR USES OF THESE PUNS. ALL F. (619)336-3010 THE PROTECT BEFORE ACCEPTANCE IS GRANTED. CHANCES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY � 12. AN L?1CRMCfIEM PERMIT SIW.L BE REQUIRED FOR ALL CONSTRUCTION PREPARER OF THESE PLANS. N MIRK DOVE �. WITHIN PUBLIC W40-OF-WAY. BEFORE ISSUNNCE OF SAD PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE of SOUS ENGINEER: CONTRACR)R/DEVELOPER MUST PROVIDE THE CBY ENGINEER WAIN A CERTIFICATE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS INSURANCCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCRp1GMENr PERMIT DUE TO THE HEALTH FIAZARD CONNECTED WITH SUCH PROJECTS SOILWORKS, INC. -s' L[twm MICE'oq* W.Is" MUST BE PRESENT AT THE JOB SITE DARING THE TOTAL TAME FRAME OF PROJECT SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE EARTH SCIENCES GROUP •'' N)�CNemlll* Z CONSTRUCTION WITH APPROVED SET OF MPROWMENr PLANS. JURISOICTOW AGENCY. CONTRACTOR SHALL ASSUME RESPONSIA"FOR 350 FISCHER AVENUE " •i - ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS COSTA MESA, CA 92626 * / 14>= 17W I�LVAA.L-MILL 5�•'s� AND SHALL FOLLOW ALL OSHA a EPA GUIDELINES TO MMMIZE HEALTH Mt•'y!' lR�1MM,U 13. STREET LIGHT STANDARDS FOR ARTERIAL.BEREFT SHALL CONFORM TO CRY OF LAKE ELSINORE (714)668-5600 E .-.• 4 cs:q4 a AND RIVERSIDE COUNTY STANDARDS No. IOTA a FOR RE90ENRIAL STREETS 9 WARDS CONFORM TO www.eoilworksinc.com CITY OF LAKE ELSINORE AND WWRSDE COUNTY STANLWD No. 1000. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONIRICRJR5 SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR + TO ODOMG FOR CONSTRUCTION. 11 e REVISIONS: PREPAR D UNDER SUPERVISION OF: 'AS8WT' PREPARED BY: WILSON MIKAMI CITY OF LAKE ELF RgOFESSI I I I DIIE - CORPORATION 7RACT 31P213Y-7 $LEFT REVIEND BY: .7 PETERS CANY M T:YN-6n-0000 j y o O'N M.WILSON GATE SUTE 110 F:9�6Ty-" T� r�� i Ed RICE N0.49864 EXP. 9-30-14 i9�c,CA 12M C R ADM Nis 4d H G.49EEL a NfSPECfOt ANTE O7QYMK: 11 1 LG G 1 A � THESE PLAITS HAVE BEEN REAEMED FOR COMHWANCE MATH THE APIEI®E 6M'JtlIW(M0.SI E-}A.M.12TA2Y. IAF65 pic M COMpEIE 57 EiP..VZ1/1♦ * OF APPROPRIATE COND 11ONS OF DEVELOPMENT AND/OR ClTY�N[I_ SCALE: AS NOTED PmT n'wRm oF'r wummmm of ommm srpw me MSM nwL sY e •�./ c""` \�' THE STATE LA AND PERMIT CAN BE ISSUED. Cd�'L F�sT OF THE C9nElaE a MOM tM�E. N caswwa�v0wnboo DESIGNED BY: KAM DRAIN BY: KAM 0' CNIEF �( o7a tX3 MM OFME�cE11EAL STREET,11M 1szs7wtl,WrK M W)NA Mrs 3 AM 4. SHErs I CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KEN A SEUMALO R.C.E. 56915 CITY ENGINEER DATE: eEuc imill TEE on a OERft sr,EEr No SfolAw�� W.O. FOR: F.B. job NO. f. W I EXISTM PAW ENT � NEW PAWMEM I CURB AND CITRER ENW E OF I 5'OF VARIABLE a 1' OEM COLD AND�PL� Mm. DOSW EDGE O1 -CONSTRUCT M 6 CURB AND CURER PER CRY OF LAKE ELSINORE SID.NO 200. 9.882 LF OF CONSTRUCT 3.5'AC.OVER 4•A.B.PER CEOTECiN ICN.DGWEER'S RECOAIYEM.IPM 90,200 S.F. o-COfI57RUCT GURER DEPRESSION PER MRSIDE COUNTY STD.NO 311,CASE'C'. 9 EA I 4 4o--CLNSMa NEKK(Wnl-6)PER CRY OF LAKE aSIN RE STD.NO 210. 30,950 S.F. MIN, �C067RUCT ACCESS RAMP PER CIR'OF LAKE ELSNDRE SID.NO.2148. 6 EA 0.10 F LEAVE EXIST.BASE Go-—CONSTRUCT STREET Lo f PER CITY OF LAKE ELSN40RE STD.NO.501 (9500 LU4ETI5). 15 EA 1 '� 7o-NVSTALL BLUE REFLEL:W PAY4ENT MMtKER PER FIRE L7EPARTMENI SPECA`'Ki1TILNVS „ EAOF (AND=OF LAKE ELSMN)RE STO.N0.4224 Bo--INSTALL STREET NAME SIGN PER CITY OF LAKE ELSO RE SID.NO 4004 8 EA C SAWCUT AND JOIN DETAIL (D-CONSTRUCT ORREMY APPROACH PER COUNT'OF RIVERSIDE SID.NO 207,DUAL HEREON. WITH PER PLAN. 73 EA R/lI I 7' 3'P.U.E 6' gSS FIRE HYDRANT LOCATION SIDEWK(TYP.) 5 EWw'D 51D. W-7 21 CURB FACE CONSTRUCT 18•RCP(0-PER PROFN.E)X BEDDND PER RMASM STD.NO.W15 966 LF _2�1 CONSTRUCT 24,RCP(LT-PER PROFN.E)k LEDOITIC PER RCFCdwCO STD.NO M615 219 LF Lj CoASM CT IM 40LE N0. 1 PER RCFC&WID STD.N0.W251 7 EA. 23 CONSTRUCT CATCH BA%!N0. 1 PER Rar**O STD.N0.CBI00 9 EA FIRE HYDRANT LOCATION all T4 REMOLE Ears W CSP RISER:JOIN EXISIN46 STORM ORW z I + m a R/W NITS I.- STREET WIT STANDARD CRY OF LAKE EL9NORE STD.501 3'P.U.E 6' ,•„) DINTB FADE .A.��„ RESIDENTIAL IXMIN.30'MAX �"',UZ~O 2x - y /�Wm .. —.. R/V�..—_.�. JOIM9ILS PLANE _ sS mmlL W STREETLIGHT LOCATION n - g •� G B .m NTS '2 4' y.. SEE 8on 4 2 DETAIL 1� -F o FL FL LINE R •A-f: MIN- 3' R�, 48' (R.O.W. 50z 3' _F PARKNGWLUftU P.O.E. P.IE NOz dww 16' 18, 18, SECTION'B-B B.C. mm I O h y Isw 5-W I I V 1. , F.L. �uSvio 'F.S.ELEV. PER PLAN 2%IDETAIL ..—� 2x NOTES: DE AIT L1 C O 6•WOE SIOEUX •WOE SR1Yl(O 1.ALL CONSTRUCTION SHALL BE CLASS'S'CONCRETE. 2.27 OF FULL-HEIGHT CURB REQUIRED BETWEEN DRIVEWAYS NATHIN ANYONE PROPERTY FRONTAGE. E TYPE 6 CUB ff T1PE 6 pn6 3.USE B MIL PLASTIC SHEETING%NHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT,SPECIAL OSD VIE E15111W 2 35�C�(mm PU qry OF IpM 09D 0 CONSIDERATIONS ARE REQUIRED,SEE SPECIFICATIONS(SECTION 18.01). CP IF STD.11m 4.CONSTRICT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDES 6Y Sq�E1D1EER SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. ti a ST. ANDREWS, ROYAL TROON PRESTWICK Yy66fl (+� SEE STD NO.213 FOR \.... �/ RESIDENTIAL DRIVEWAY WITH SIDEWALK AT RNJ _ NOT TO SCALE APPROVED BY: f COUNTY OF RIVERSIDE I , IQ' TION DATE:11n5104 ,. RESIDENTIAL DRIVEWAY GEORGE A..IOH ,RCEQ= ." � WITH SIDEWALK AT CURB �REVISIONS_�—�R��BY: NW9 WTE_ REV 9Y MIYD MlE_. __ 6JO.18 � s STANDARD NO.2p7 im i g REVISIONS: [P�REPAR��UNDER SUPERVISION OF: PREPARED BY: Nj WILSON MIKAMI CITY OF LAKE B-SNOW 7 CORPORATION TRACT 382D-7 smw Wa EIS DATE 3 PETM cmVm r.s4/679-om SIf�T KVWDVBAENT PLAN 2 �� �� r• DATE �` s11E no F:W4aof-Don t�NO.49884 E7fP. 9-30-14 IIrv6E a /L0/ $' T T M AM Q iT N0 TM OF io s ti No.49M4 THESE PLANS HAVE BEEN REVIENED FOR COMPLIANCE WTH THE IISPECTON LATE BEICHIMML IN1EllSDE BOONIIN(M0.BY E-}70.BLV.1279.tl1. Mn S M W&12E 8 8 6 # Ex MWIA If APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR gTY�yD SCALE: AS NOTED �T ri�"°i Y 10M a COMM sII[Er NI6 r�oN nw1 I2T' �� (.d3JZi LIST F 11E LEIBEIBIE OF 11®BN TMO- .r}4 Ern �� THE STATE LAWS,AND PERMIT CAN BE ISSUED. Btivs a EAnuo �� ��4 M 00 00 fK Lf,UF CDOWIE OF CEWAL SHEET.EWD www 4E'E,Ermn 11KNAI S 3 AND 4. c Cm2RE1R6WpogW bA0las DESIGNED BY: KAM IXLAWN BY: KAM Gr 7 L EIL THE LEIIIEIEIE I,ID�CLID16 a CBiK SREET A10 3TaE16WI SIIFEE M.O. FOR: F.B. HMO. CHECKED BY: KAM CT MAN TT M.M KEN A SElN1Al0 R.C. 56915 qTY E DATE: 1%1 E7DSTMG PaCIANT NEW PALf1ENT CURB AND GunER ETdTOM1E GF 5'OF VARIA&r �,' 94b1� �,',....,�C�AFIMIE Mw. � ,�,,,�.,,,,� �(XNbTRl1Cf TYPE 6 CURS AND GUTTER PER CIR'OF LAKE ELSM40RE S@.NO 200. 9.882 LF. OF�� a—CONSTRUCT 3.5'AC.OIER 4'AR PER GEOTEaWAL ENGINEERS RECLAW LATTO45. 90,200 S.F. o-CONSTRUCT GUTTER LEPTON PER OfRSOr COUNTY STD.NO 311,CASE'C'. 9 EA 0.10'rw o--CONSRV 9DEWWLX(HORN-6')PER CITY OF LAKE a-%V WEE STD.NO 210. 30,950 S.F. CONSTRUCT ACCESSACCESS MV PER MY OF LAKE ELSWRE SID.N0.2148. 6 EA LEAhE EA75r.RISE �il�.• (��� �--CONSTRUCT STREET tX7tT PER I7TY OF TAKE ELSI4OR'E-SID.N0.501 (9500 LUMENS). 15 EA OF ASPECTOR) 1(D-INSTALL BLUE ROUCTW PAVEI M INRICER PER FIRE DDVRTWW SPECIMATKNNS 14 EA AND CITY OF LAKE E W40K SID.NO. 422A a—ASTAU STREET NAPE SIGN PER CITY OF LAKE ELSINORE STD.NO 4" 8 EA SAWCUT AND JOIN DETAIL 9�-CONSTRUCT ORAEIWY APPROACH PER COUNTY OF RACRSIDE STD.NO 207,DETAC HEREON, WIN PER PLAN. 78 EA N.T.S. ©10 INSTALL STREET SWEEP SKIN R30(CA)(MOC) 9 EA � T FIRE HYDAWT LOC MN SEEM"(TOP.) EMMID SID. M'-7 CUES FACE CONSTRUCT IS-RCP(D-PER PROFLO k BECDNG PER RCFCA"STD.NO.W15 986 L.F. 21 CONSTRICT 24'RCP(D-PER PRp'!L)h BEDDING PER RMAOCD SID.N0.W15 219 L.F. 22 CONSTRUCT MWHOL£NO. 1 PER RCFC&OCD STD. NO. Wf251 7 EA T3 CONSTRUCT CATCH BISIN NO. 1 PER RCFC&0CD SID.NO.C8100 9 EA. RRE HYDRANT LOCATION 24 R AME 0ZW CSP RISER a row DOW STORM WAIN 2 EA NTS 1'- - STREET LICHT STANDARD ! at OF LAKE ELSPME SIO. 501 3'P.U.E. 6' STDEWNLx(TOP) °w ! Tj CIN7B FACE .A.,�-„7 RESIDENTIAL 17 MIN.70'tYJ(. �,�ZO WIT 2 STREET LIGHT LOCATION 6 NTS + (CAR m 9 ... T. -�- FL�IAHUIff P L►'� ' ' SEE-,DETAIL A 3' RnY 48' (R.O.IP.) RnY 3. MIRti F RUE PARKMIAELOW r ,� I SECTION'e•C '.�w° — -B.C. iz WW T.T.G. $w� ' 1 ! F.S.M. 1 ' T —'_ -.F.L. �� PI IN I , € !WEWX 2t I NOTES: ?�- IL 1 O°UKERE O 1 ALL CONSTRUCTION SHALL BE CLASS'3'CONCRETE. N'rME 6 am IT HE 6 aATe 2 27 OF FULL-HEIGHT CURB REOUIRED BETWEEN DRIVEWAYS WITHIN ANY ONE PROPERTY FRONTAGE O PER�.CITY OF i106 LYE EL59KI9E AFIC M DBL O _ 3 CONSIDERAT ONS ARE REOUIRED.BE SPECIFICAPLASTIC SHEETINGAIKEN ABUTTING TIONS(SECTION K#1 CONTENT,SPECIAL L f10 BE BEIE�ED 4.CONSTRUCT THE PROFILE GRADE OF E THE PRIVATE ON-SITE DRIVEWAY 80 THAT IT PROVIDES 9095 EIY� SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. ST. ANDREWS, ROYAL TROON PRESTWICK ATS ro ( �=' DEPMENT OF TRMRrTKw STANDARDS. ��A■ ('� (`A STD HQ 413 FOR �Y i AtAK(11� `� RESIDENTIAL LLK AT DRIVEWAY ,.._ NOT TO SCALE vNTTI SIDEWALK ar RNV APPROVED BY: v ^y COUNTY OF RIVERSIDE 41a' h ..-.. �._. _ (J� /I��/' '(' �S�LJL PATE:1NTAA - L N D & 4 (H i gREYfOR OFQ ATKk! RES�ENTIA�DRNEWAY GEoacE A oHn� jy7y WITH SIDEWALK AT CURB TUESDAY �> - , AJAM T� 4PM STANDARD NO.207 - 7 - ...... IN THIS AREA STREET SWEEPING LEINIC 10.12.120F Jr R30 (CA) (MOC) STREET SWEEP SM Q N.T.S. gi 0 cv REVISIONS: PREPARE UNDER SUPERVISION OF: AS RAr PREPARED 8Y: WI LEON MIKAMI CITY OF LAKE ELSWORE pk01 —7�_j.3t.l ZI91L9 CORPORATION TRACT302147 o ES51 WY=By, Eli IE GTE T �h, 3 PETERS CAKIM T:!N-e79-OW $TAT�R 1T�JWM A y`No. 498N SCOTT WN.SON GATE WITT N6FBcta9 GTE SST SEC110MB AND CONSTRLCTiOM NOTM O �H � RICE N0.49884 Ems. 9-30-14 NNIE.IG tl989 F:9�979-mn A * e.N. „ * THESE PLANS HAVE BEEN REIAEWED FOR COMPLIANCE WITH THE R]=NDO M Ia.IN E-3-70L ELEV.127U22. was Bee N CMCKW APPR"ATE CONDITIONS OF DENEI.OPMENT AND/OR qTY�yD Pov rY on ff Y NTElasclm oF owam snu7 AMB wow TRYL'zr' 8 go I 0 e 0 O J?Y� THE STATE LAWS,AND T CAN BE ISSUED. C 'Z-�' SSE: AS NOTED eAW OF CpRDUE ff 19SLOII T1wL SIMS b Rurpm,AnAsaw DESIfiEO BY: KAM DRAWN BY: KAM OF C0.\�E L CORSRIME ff CDEAL STWRt, 1621A'AMY.9LT@W MOP99pTS S AND A, i Y: 7 TT KEN A SEIIMALO R.C.E. 58915 qiY DATE: A[Wlc tNE tflPIOYIE Nlo ff�'L sIKFM AMD SidlA9Y1 SIIEFT R.O. FOR: F.B. PC NO. u, ........... -----------4------7t--4-- T-7 4-F T_ _T_ .......... -T- 4 1----4- r4 t - L 2 .......... A . .............. + J_ L -4=+ 4 AAf 4 1 T T 4 L! 4 1_7 j i i t p 79 a -------- 4-1 �Ma_ L _r ---­ 4 7--- -j- --TlT--q7T7F �� i 1 - Z­ ,apej !ww J�a .. ........I t z 71- 44� _4 7T +- t _Lj ­7 7 A t .......... HJ 4 -4mrw )4 ........... 4_ .......... ..................... ........... At I 2 A 17-A -q- 4 wdiw 4 ItAl L Ag z fL F� PROFILE t-A ............. Hi U-141 rt HORIZ. 1 40' vi T 1 �4 VERY. 1 A 4' -7 + 8+42.16 LP '--MP OF NETY CIM 7 1263.91 9 10 tl 12 13 Ain 114 15 17 IB 8'-4' 6-cr i I I __ 18 LINE TABLE ST_ANQ�q I / I LENGTH BEARING 9 1 7 12 li 14 1 15 19 I I I PAD=1273.4 PAD 126 10 16 17 9 cr`i9.0 PAD-1271.5 1 FAD=1271.2 PAD=1271.6 i PAD=1272.6�!40-1268,4n, It I PAD=1269.8 PAD=1270.6 1 FAD-1271.4 1 1 PAD=1270.7 PAD=1270.2 PAD 1210 6 1 / =� I NMF45`117�V PAD=127J.9fff LIG2 te 1. f ks 9 9 1 1 3Z25' N48-5Y3rE 5 9 A 9 'L i I zg r,;z ig R PAD=1268.2 0 3Z2Y 1114*0431YE -g 6 Z R 9 1144 - + CURf TABLE 7; CURVE LEWIN RADIUS 1,,IaTA TANGENT 20 CI 101.33 52.00 1'38'46* 76-58 LAT. 'A I' "M77 1 f co 11 PAD=72735 C2 48.9i .31' JI.24 8+36.73 C3 21.87 106.01) 1 1*4r 4 I!r 10.97 LOCAL DEPF&B"#1 FAD-1267.6 C4 160.36 24R50 I J4'21" 80.22 SrAE. 1'-20' Dwy 9 f 4M I CS 465.M 51 6-or 8'-4' 6-0' +76.75 EC---------- C6 40.74 - 21 C7 36.92 25.UU srj6,3F 1 -75 C8 314.66 2414.50 728'01'1 157.55 -------- 10+49.39 4 RIW- • PAD-1272.9 C9 18.19 106.00 _w5O 12 -6�?t ---------- STA 9+50.11 RIW 16 17+16.98 9C CIO 92.01 52.00 10122-54' 6J.51 PAD-1267 0 5 'IT 1.00 W135r 26.12 X MR STA.9+25.80 EC 5 6 0 C11 3 19.75'LT oL '11 59 ®R IF - 1 44'Ll M-11T C12 556.23 .6 58 1STA 2396.50 IYWW 279-37 + A DIVY 9+19.46 9 +&&r7. ow�j.,Qf PAD=t271.0 Em CIJ 1 19.27 106.00 u725W 9•66 w= 106.00 Imw SlA.9+06.64 /&.Zl 67 q!j 11;27 ---------- ----------- 5 CI, 7., oc FAD=1273.2 49.00 9Lr26'29r �41. tlllmo� 49.00 - ------------- J W1315r 41. 2 9 LA DIVY 8+44.01DwY W--4 6,9 1(*.V 1 62 6J 4 j 65 66 PA 1271.3 FAD=1270.8 PAD-1270. PAD=1270.3 i FAD=1271.2 LOCALDEFFEA"#2 2 E SHEET SCALE.- 1'=20' FAD=111 7.0 60 SE PAD=1267.0 6'-0' 8�4' 6-0' olmm Pim commumm g'-4* 6-cr -- _j ST. ANDREWS CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE ELSINORE STD. NO 200 A�l(3 1 O.C. D.C. O.C. 0- SO.LATVW'A I �2 ce CONSFRUCT J.!rAC.OVER 4'A.B.PER GEOXVWA ENGINEER'S RECOWAN04"G. % PAD=1267.0 •SEE SHEET 7 -------- Q>-CONSTRUCT GUTTER oVPRESSM PER MyERSfOE COUNTY SM. NO 311.GCSE*C"- v r. I - ava a zat S'A 11�z;S.D.LATERAL*A2* i o 9 SEE 7 MWAMP BY.- I A, �i n . W­ t(o.It 'r.-T Z N + + 3 MWW SIOEIKX WIN-6)PEI?CITY OF LAKE ELSIVOW SM.AID.210. DITY 694% W.00 + 6 9+ n CONSTRUCT ACCESS RAW PER CITY OF LAKE ELSINORE STD.NO 2148. CGNSMjCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.W 501(000 LMNS) 7 7777-- _QN EX. I rt_ rt"o"MILEmo W%o STA 7+8193 PAD 12670 f TCF,Au INSTALL BLUE REIUCTW PAVElaw WAKER PER FIRE DEPAR7KNT SPECFKATIONS m ti • JOIN EX. Am CITY OF LAKE ELSINORE SID NO 4224 UT A -pbW7 I- I INSTALL STREET Nor SIGN PER CITY OF LAKE ELSINORE STD.NO 4004 Is A A 14+41.67 14+29.. DRKNY APPROACH PER COUNTY OF RIVERSIDE 57D NO 207 NVIN PER PLAN WA LOCAL DEMES"#3 %.W2'17 LOCAL DEEM" Il`JlfTl6LL SlIteeT Sviftpl q(eo4 FtIA(CA)(Mae) t'-2o, srAE. IAO PREP ER SUPERVISION OF: AS Iulr PREPARED BY., WIL13ON MIKAMI MY OF LAKE ELS140FE REMSIONS: CORPORATION 7PAar 3NNW-7 Smw ills T.. 46..672_om 33 1 -7-H STFAMT hfflOVEhd9fr MANS wwm BY. 3 PE CANYON F:64"7*-OM 3 SCOTT M.WLSON DATE, wlE llo RCE NO,49M4 E)P. 9-30-14 IR4014 CA 92M owif- 113KNVAL -ST. ANDFEM OF 49884 THESE PLANS HAVE BEEN REMEWED FOR COMPLIANCE NTH THE NNERM lEToEmW M&N E-3-70.ELLV 127SAn. WM DISC IN CONCRETE Nor ING %lwzm� SWINT'MRS ILL E.p CITY AND POST'&WITH OF T MITENSLIKIN OF X SOME AM MON TAML 2r FROM STA. 0+00 00 TO STA_ WN.'s 8 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR EW OF THE CENrERM OF MISSON TWA- SCALE- AS NOTED 41� 1 THE STATE LAWS,AND PERMIT CAN BE ISSUED. BM OF NEAMINQ IN Mwm I -- I CDITMM OF COME&SnMr MEW MR25VITW,WPMEDI MONUMENTS 3 NO 4 2 ow2m Ad- DESIGNED BY: KAM DRAVIN BY. KAM LF ](-P O7 PROJECT MANAGER: SCOTT Y. DATE. (MVEjulE NtUSMIM OF WFAL SnW AND STONEl"SrNETT W.O. F.B. NO. CHECKED BY: KAM A.SEUMALO R.C.Lf 56915 CITY _ _ _ _ _ __ _ __ _ _ _ _ a 3 , _ - - _ - _ _ � t ._ 1. _ _ _. _ __ __ _ .__._. , _ - - ....�_�_< _ - -, _....._ -_ -.._<_........ - --- - _.._, . .. , _ _. �_ - _ __. _._� _r--_- __. ._.__ .� _._ - 1 m._. _ _e __- __ , _ ILI - - _ . • _- T :._ _... ..._.._..__�-. . :....___ t--...... .._---- _ _i _ - - ......._�__ _.. _-_ I - -'--- - --- - ... _ _,___:._... _. .__-_...._ __., - .. { .:__ , . r_ . . __._» Y t , -. E. __ , _... -. , __-• ..1. __ -i.. _. _ _ L I'll _.. , _t- ........._ -' 7 _- ! ,--_.. . . ..-.,. ___ , :.. 1 . . .._ _ ,___: -_. . - ,-._ .._ _ ._---- -_---247.d*CURB.- SIRON. - E 1 _.. _ _ _ __�_ _.-.: - .... - ` -__.__-'_. _ e........-. ,____.. _ , { _.-._.. .__.._. ...- . _:._= ___•._. 220Y -i=80.81_-0C_, T-iB.99 .-'.._..- _ ___.. , , , --- ._ -.-._ _.._ _. _ _ - -__ _ 31.42 LC -- , E _y -:...-� �__ _"_-. �_ - �- . .::- . __- 1 ..._. -1 , - . _ --_ , -._ _t I ..... . ----. . _ , O V.G. _<--.._.I < 1­1.. ..._._ ..e...- '- _ - .... _ ._.._... c•___� , t P.L.-21+06.84_ __._....,,_ - .�.-.-.. ._....._._^ -...6- _ ...,___.: _ ..__._. I �11 { _ o m - Ef..:1266.06 _<---'--. - ..-:--.- < --a .: ......... ..-,____. __•.._. , -; ,- -_•- G2..OSOX..._.__ o =..: - -` _ a_ ,- A 4. 4 - E« �f8�j� d18_ , ._ -_-_-;_ _ ,, _ __t--.-.-.._._ _t- m ...__< .. _._ ____. _-�. _...... - :: :::.c _. .......::�. ......___:.._.:_._..�.._:__-..--•-- ._.F. ........-, ;... r,: ..__. . "._ - :.:mac '_ , Iii -_[: _: ,__._ -1 ... :............ ........ ... NORTHERLY CUlis+N _ _ --- 2 _. ,._I_: _ -1.3.. p a ___.-S w� __.. :_ _-N - .: _ .._.._... :.:_ _ -- - -1 I _t . ...._ _•_ ---- - _. ___ _.n... e r , ..., s , i - t0 _N IUPOf NGRTHFRLY CURB - - �� ( 0. - - + o + _ __... __ _ :, - < _ - - -., .,. _�j, _...., _. , 0.500 _. _ _. . y _ - _, _ __ .. __- _. I r _j-_r T 2 .< .-. I ,v,'N m'-::_ I , _.: -• _ , r. :: 21+18.40 LP _.::::€- P,1.:_23+6263__�...:. ;._-i_. _ -A.1.-b.:-�268.44 --' - Z ,. E ... ._...- �a m Y __, , , , . _ _ .. , . @ 3. ....- - .. ._._a ___-^--- "-- �'_......,,�m,._.,;---;---- _.._.�.......�--.._.. _ '__`.._-• _< a--. -_. 1266.15 ..� El.. 1267.32 __. ._. 1 - -_......_-.- , _ , - . "_._: ":.,: , sd -.::. : :_ �:-., , , . _ 50 V.G. Gi.D500X: _ ---- _4- .-I;-,�L000.L� , _ _I , - e.._...:..�.._ '� N......_._._ _.-_.w._..__..-.-. PY__,_ _..._-:. ..-»_._........___' .....-.._...._>_..._ ..n..-_.__•_._ { -T= :?: i .Y - __,I 4lux ,--*_--. ._" ..:a i < .-.:.. ..-o o... , :- i. . :-... P.L..21+05.84 _: _. :_....__.._...__. I..__.. _� ._-;_ _,-_ .... _ c.,.,_-. ...__..._..,_- _.-w"--._.... _... ----..I. _ .-o O - ,--1266.04 :._,_ _._v -.-. <.- ,. :. ,.. »m -::: : __---. -._ ... 1 -1 60% -- _ _ ..__.._ -_-S- - n _ �-',..-....-_ -.... '., 1 ,': _._...:-. ._,w....-:._._.-..,„.. __.____.:-...._._ ............._._.- -_,-- PROP.FINISHED GRADE:::-o m- __ _ _:_ �.-., W=d ..- _:_ - -_- .� : . , I , ,i- < , '.� s:.: '=: -.`-1.313'$-I i AT C13iTERIME o o --- - oh-n' ._n _' ed e, .o:-.._ < _'- ...-- _ ...I'll cp I _. t:.- , . ....._.: __.. _ ........... ...... ..-- . .- -t� :: -. M N M ^, p n0 n n V1 N__ti �.�� m - __ .:: t ....__ ___- _:._.. _ o.o -.__. - --.:__o an N ,- .._ ._._ _n _ _ ._::". , ?__.-,.....___. -._.._ i'll ..� 360 , N -- , _ O .-..-m O N. "J _ :3Y-N p N - ♦�...._ __ _ {.. _«. _..,.__.,,,.;._..:._- ... ..�_..::._. _......._.., ___ _..,,,,._ �, .N +^PROP.FINISHED GRADE N ..:1C - - "I'll 11 -_ , '::,.., } p'- + .._AT CENTIItLM� n .___n ­111-1 -____�._.....---_. _._ .--..- illlllli I _._ , , ..-_. . e..... , -.,:_:. , ..^,^ ...... , _. .-, % 1-'C1IRB HHANSIROAt =_--_ , -.sty I , a-__, ; .:.: I - --. -t _,_....,._ , _ , _ _..._. .. { . �..... -ca �- - :. • L< _ : :_- _ ,. 4.81. 1=125.66'-OC-.- _.w. --- -�.r w -. ___......._.�..._. ._._. ....- - -- ,;._.._-L..-.-._..... ........_ __ -a.......3 : - L 40.53 VC _ i._ 7�� .. ._. . --:._ ::--.-'m - :-. , : - :_: ' -:]= 21+05.10 TNT ST.ANDREWS 21+18.40.LP . _. ':mm ..._: - ....__'. _ _. , '. . , _:_.. ( ..-.- __: O.C.__ 31:42'.V.C. "'-31.4Y Y.C. "-'- i:'- --- -�..:- {.. € - �. o u - .__. ::[ : -17+94.38 -INT PRESTWICK- �e�.__� I ..: ..__.::._-_..�..-_- _ m.__-__ ._..._..,........ _.w-.._., ..__. .._�' 1255.131 _ -i :-_,� -_- --o.-'_' _.:, . I s---.' , , I ';? . ' R.I.P ®MOC.. , - -- " I __,m . __. __- , -.. �....- .. . _PF.:D d 8 .i P.f.-®.MOC_.::_...�..-;-$.,.� :_ ........... <....., $'�i:-__•--_m __ . -._ -_.,. _. } 1266.7,---- ...___-_...,_" r_.-_ ---....: fl.:_126728 - ., __ . - __- _. - - -- -- { 1 ....__:�,.-- -.;.__ , __ .. , . g N ;- _. _.,_ _._., . __ .-_. -,._... 'T""3 __ - E7.. 12690 El.. 1268.27 :_ . _._ , .__..._-. .,... _ _. _ - _..-E _... __.,._,. , _ ac:_.._ - _�------ ,..__.. __- 7. 1.849% _. G1:-OSOX--�--._.=t - .---., , __. : ' _ mot._......_, o m "" , , . ._ _.-:... _ n _ a _+- ,: . .._.._. _-,_ :....N , }N-..:_. _ _" _ -- -- ,_. o G2. 0.500% G2. O50% - 4 _ p L 39.27 OC L 39.27 OC } _. e - - -.-.- __ ;-"_-r:_ - , n _.._ __._.•.........I-..,.. _...°.........:...._. ... ..a._._. . _�: ..._.: TOP OF o r�o ._. _:._ : I d d d 8" 4 8 - , I 1.3 d/4a/4a/ a /a /a / / _ _t....... r ., �: - • ,._._ _ , , .- . _'., ........., 73k ...._ +N C N , G 4 :.d 4 d _.:..m N - _ , _ ph �/� /{a /tea / _ 6 _.,, - - _ _ _ - _ -- { . , . -_ -1.062% ..._ o,o :..:.-..- Io 6 _- c1 _ o i. _ .n w m-.......- __ ,- `_` , Q^:.......:..-.__ -_.._..... _ _ ______. - , __,. - { 60% :.__ N , .-p,r U :__ -*N_ -.+N. m m..,o_�e -:1:. _`-�i' _,-._,_.. _.--y---z.- - -I I -::: w.._.. _,..... -`. ._.-... .�.._ _ ,_:.. _: -w..:N.b v0 m...._ �.. .�,u_ :.:.N N N N NU_ .o { __. :. _ 1 ': . _ _ - - , , i .:e: .- ,.<. ' r , < :..-- ._ _ 01 N N <..___.a ... N TOP OF SOUTHERLY CURB +., ^_,.,- N - _ .-.t- I e -;_< - 2 __^ N __- - t- - - 1 - = - - - -, h h e _ PROFILE . - _.t N - n,v-h r N --... 0.500% _- 1.849%" _ i-'.: -""-_i - - T p : . - _ - - - -. _ -r- fj� _ _ _ - j- .r� _ VERT 1" 4' 16 17 18 19 20 21 22 23 24 25 a ST. ANDREWS v � z . CURVE TABLE 7 i. 'n I , CURVE LENGTH RADIUS DELTA TANGENT € i� C 25 II 26 . 27 I 28 1 29 30 31 32 33 34 ! C4 39.27 25.00 9Poo'00' 25.00 1 g \ 23 24 I I m PAD-1257.8 PA0=T25Z9 PAD=126B.1 FAD=1268.4 PAD=1268.7 j PAD=1269.0 / C5 39.27 25.00 9Vo0'OV' 25.00 Ii a g 21 PAD=1272.2 PAD=1271.5 PAD=1270.9 PAD=1270.2 1 PAD=1269.5 PAD=1258-8 PAD=1268.i �, 9 C6 40.53 25.00 975379' 26.29 N m 20 PAD=1272.9 QI D I g I 37 \ PAD=1273.5 D 1 l I 6 i t 9 W 9 A 9 9 A 6 - & q C7 4.81 2742.00 VO6'OY 2.41 9 9 { 9 9 Q u 9 mj aj,ie 3 m_,b ,b �,B, m .- np� m 35 / C8 125.66 40.00 18V00'00' INFINITE .n 19 �' a.e I m n `t m * iv m r I y N PAD=1269-4 PAD=1273.9 \ ��Ep1 N J y I P, N I. N N N o, C9 T8.99 2822.00 V23'08' 9.50 _ '1• �•t N * N ' N e. 0 I n d `'+`'� x a I .. . m , ' � `� '� + m N i N v i I;a N J / C10 80.81 50.00 9236'23" 52.33 I . \� n mR� I:^ ;' � 4 �� El ° i A �, ,,,�" - "' �.n-' ' � C11 51.73 32.00 9737'38' 33.50 '- d o a " - Icy o 0 0 o cm'o "';+o ! C12 iZ71 2782.00 V21'S.Y 8.86 __ ,oan t ?s Q u z d n mM II II 9 R O a a O a �j U I 'M I , '�DWY 9 �� 36 _ __ ____r 4 u �� I 1 w=1zo• `"_ '- R ( I I R / PAD=1269.6 �< 18 R W . . 42 7 TYP 14-s' R� Dwr y PAD=1273.4 U �� --N74'S'36,W _ -P SIi�fT - . ' -�� - w=i2&!2.0' __- . Q Q 1 STREET t g = 1¢ o ~ T� 3flROP 55 s 1I '� PROP.: e - .. 4 �'15 9 tQ STREET PLAN , ' x x � c _5 I �6 ��'�---''''y���� + �% 4:6 I To-CONSTRUCT TYPE 6.CURB AND GUTTER f�OF FAKE ELSINORE STD NO 200 t • o, I ,�,+�} I ix�U. 4 ��' -_ 4i � % '- I I - - II: ., � d BCR �pT 4+13.91 EC37 N N N P�-CONSTRUCT 3.5'A.C.OVER 4'A.B.PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.;t N N `KN I N N N I " - N , 42STA 24+27.19 ECR 1 40. PAD=1259.517 I °+° x _ 9 a m .ti J �� � * m m 40.00'RT -�o n I A, c n PI J�T�11K.`K N N h - STA 24+3207 BC o-CONSIRUCT GUTTER DEPRESSION PER RVERSIDE COUNTY STD.NO 311,CASE'C". PAD=1272.E I I `�' n - PAD=1269.2 24+32.07 BC _ ' I ( a * MATCHLINE N o Q 4o.Do RT 1 ao--CONSTRUCT SIDEWALK(WIDTH=6)PER CITY OF TAKE ELSINORE 51D.N0.2f0. ' W a 1 a D a n a N o^ a 11 % a I a u a iI DWY 24+3207 - ------- EY3 E'3 EY3 EY3 I 'EY3 ;3 :3 = SEE SHEET 6 {y3 I EY3 9 W= :�,�. P % -;. kry STA 24+37.67 6 So-CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STD.N0.214(:. _ I ' g 9 9 I� 9 9 �1 Q 9 9 9 QI h m 6 9 Q 9 �o• ©-CONSTRUCT STREET LIGHT PER CITY OF LAKE ELSINORE STD.N0.501(9500 LUMENS). 67 68 69 70 6 71 72 73 74 A DWY 24+32.07 2,1 ' > DwY 24+3207 D g W_ �p�� W={69'/¢•y O7 -INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER FIRE DEPARTMENT SPECIFICATIONS 16 ' PAD=1273.2 PAD=1272.5 PAD=1271.8 PAD=1271.1 PAD=1270.5 I PAD=1269.8 PAD=1269-1 PAD=1268.5 1 i pWY 24+32.07 12 1 AND CITY OF LAKE ELSINORE STD.N0. 427A 44 4333 41 9 DWY 2 3207 88 W=42B 1F4' 9 PAD=1269.8 o--INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD.NO 400A 6'-ar 8,-4. 6-O� _ p i`I =120' j _ U U PAD=1257.9 : PAD=125a2 l PAD=1269.5 l 40 I J9 Q \\ Do-CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD.NO.207. WIDTH PER PLAN. A U . tea! ,��ce M1m-4J � 1 PAD=1259.9 \.\ _ ; --L z "v b� ._^^'�i of�.�i vi N� _ub +,moo"� *n2 2 b� X a N^___ -- - N_*- rm?P14EDFY'. a C n ♦(7L tTit Rcrl-.r1Ggq'rpP12(31II4 I z co - �.' "'I-M05 GON t1�W tP . f' �I •.117320REt7W.1.1-AN5.5 -5-. v `e I n N L1NE-Er ¢CB 9 ( y.-''••'+ lt�'IFIE, CA.1{?4!4 LOCAL DEPRESSION f`9 �" Z , GuLY /� r SCALE: 1'=20' ,. I C REVISIONS: PREPARED UNDER SUPERVISION OF: As 9nLr PREPARED BY: M WILSON MIKAMr CITY OF LAKE ELSINORE e�lEssf �6)to 0 o r► 1049 0 I-7i3-13 RCE� ���'II16 DATE w CORPORATION MART MEN SHEET I 3 PETERS CANYON T:949-679-0090 $TR�ET IA/,PROVEMENT PLANS ¢ p !!o$ SCOTT M.WILSON DATE RENEIAfD BY: SUITE 110 F.949-579-0091 I . RCE NO.49884 EXP. 9-30-14 IRMNE,CA 92M A� 3 s No.49884 A NSPEC IX DATE BENCHMARK ST. Al DREWS QF i a THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THL �M BE"CI�I�NORTH OF NOmm�-3��',.�.��YlISC IN Cv I 8 Ezp./]OY14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND OR CI AND SCALE: AS NO FilST OF THE CENTERLINE OF Y551ON 7RNL FROM STA. 16+88.49 TO STA.24+32.07 �Ei)�� P ✓l,! C1"'� ��' THE STATE LAWS,AND PERMIT CAN BE ISSUED. CI�4/ BASIS OF BEAPohc SHEETS r 0 l// o 0 lF Gt2 CAl\( . o CUII!UW VOq nAdv DESIGNED BY: KAM DRAWN BY: KAM o . ...THEECOMMUNE INTERSECT-OF 25tEREAAL�STREEf AND St01EIW1 STREET 4, . CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WLSON K A.SEUMALO R.C.E. 56915 CITY NEER DATE: AND CERM STREET AND CORY"STREET. w.0. FOR: F.B. HYE�NO. 1�-(1 I - - it - - -, - - - ____ __ - -__ - - __ I . - -__ ___ - ___ ___ - ___ - - ___ T ! F: - - . F I co - . .1� .2 ITT l' ....... 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CURVE TABLE 6 c: 61-0* . 81-4, 6-0` _CU_Rff LENGTH TANGENT ig t� . 6' k .. ?. r q6e -cl 20.215 Fj ',25.0 1 ATI11103-1 10.16 El � Co b .bl � b I. . 1 i I 11 I Zic"', 6 - C2 86.06 1 52.00 194*49',fr I 56-58 rn 1.",c� �� I.-_c� I-,-a! ,1 1, 1 1 1 __11 ,� � ci 39.28 31.00 I LZJIW�r 22.77 .1 m a I � , I __ 3 � I - . I . � I I C4 26.45 106.00 """r I 1130 I I � .;;;; ,�P�� 2" 1 1� � , I , . - -,� ,�-, � I ;t�g2 - K 0 �i" �� I I . � � t_R 62 10 C5 62.09 49.00 17735'4r 1 35-99 .zq +mg + +;gzg ;w r. ;_�'�,\� - �+ rl 1. , + 71.1 * / - I -I ��il \\ I + � PAD-1 �c�!� 2'�� 2 1�! 2�� mig - I ----. 1 1 2 � - - � , - .1 .1-i. I I I i z)w-- "I R. I,e ­____ I -� 9 1,cl . . �,�_ � � -� ,R11W ��- I p - I. - I - � . LAT'B-7 � ,,` - __ 114 ___ I � - - (t INT. - .R. . - - to I It fic __ n 9 �@,.-) I __� I 10+71.91 STA. 10+00.00 RO . i 4 VA_ , IL 54 1 I , 141±60..10 ROYAL TROON (t W. W= . . l;§ ST -2 vNnIff&K k 10+ " STA. 11+6479 FC .. 'S , +, � ,_ ,- - LOCAL DEPFFESSION 4. STA 4/+64.14 VILLAGE A LINE TABLE I I SCALE 1'=20' : >_ il� . STA 12+ sr. 27.1�3'RT LINE I LENGTH BORING 4 � ' I - �, 1.9 . - 1 , , __ --- i. I . I � � I I , � - I - 4 W=12.0' ____ � 1 I\%, - N11 I - I I ccl - l\ 55 1 . t 6�0` 8'-,r -,-6-O" 1,I 9!Lk �s �- -� � �: I I 131 , - . ti b I + ; w ; � 1, ts , 1PT j;\\,,� PAD=1270.1 b b I"I 2 M� ;-Z Z z: I . I t �j T!P I j I 1 9 1 �, -- - cj I I . . ? . � b_-r:! -6_-,,, I i - ,� 1+� �d .t ft . ft . � I �z3r�E� -�e , .It + I 11 - 1.�_� b__.,_ I I � I - . - I ; ll� . I 11 . I ;t 2 m !2 it rx ;t­� -- , I . , ;�4 i -3 Il = - �zy � ' �n Z R" i I I" �j" i,u; � , Iffir ..c e ;l: 1_� ,1� "� I 1 -i . _� �; I-_ ".i gj I , tt F 1-1 .+zgtg Z9 t9 ,11 I i I.--..-.,-.__ =I E I : I" 1 56 N -'-1:9 +-, ; - 266�5 i � I I 1�1 0 �!_ ���,� 2,�!- 't __ - -,, p I �-,�-,! , I � i I I ,-1.; Z� I a_ - . . . I . 11 _. , i �- I 9 PA -1270.5 '�l .- . 58 9 5 1 1 � � a I V I PAD 0 1 'AD=1 9 I ZE B 0 . - , I �:-: ��!_��� . * . .9 1 1 =1271. 70.4 1 m In LAT-8-2-"q;_--p- . a � 8 ilp- L[? _i:p�_ ----- . PRESTWICK STREEr FLM CONSTRUCTION IN I H � I I m 10+71.91 I T __,��. CONSTRUCT ME 6 CURB AND CUTTER PER CITY OF LAKE ELSINORE STTL NO 2-- . , '­ � (v LOCAL DEPRESSION 06 (D_ ; j _�( m SCALE' 1'=20' OQ-1. \ O___ CONSTRUCT 3.5*A.C.OVER 4-A.S.PER GEOTECHNICAL ENGINEERS RECOMMENDATIONS. I 1.i (y� Z N _��11��__ --- . CASE C" a K C Ifol is;�-,�,,. (D-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY SM.NO JII, " - ;11 lil,� � "l, 9 ,, cu 19,11 �,C-�. CONSTRUCT SIDEWALK(*707H=6-)PER CITY OF LAKE ELSINORE STD.NO.210. R -.I 1651�1'11'11 a__ s K co ::� il;��.?-,� ,�-�t FROAM ey-* 2 m cu I.-,. - Lvt.m rxr-.6WII, W.12IN4 11 :0 ,� ROYAL TROON .,�6,e7,7.�, lil'.'. M &CONSTRUCT ACCESS RAMP PER CITY OF LAKE ELSINORE STO NO.2148. . . � ?.:� 9 e- (D---CONSTRUCT STREET LIGHT PER CITY OF IAKE ELSINORE SM NO 501 (9500 LUMENS)- I , - cw6ut-flacl q� V -�1­ ; ; - bAvo _ ­ 6e I ai ";. *a,-P'17 I`,'�' lj�"0MILJ_,klJl0.,C,V,I3� @__INSTALL BLUE REFLECTIVE PAVEMENT MARKER PER F7RE DEPARTMENT SPECIFICA77ONS _, - :;��,_T-Z, ,:,:.....:­­, IIZVWV-.CA.q%(l_ AND CITY OF LAKE ELSINORE SM NO 4224 0) �� ::: I I. Br I . . (�)__INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD NO 4004 I _q . _ CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STO.NO.207,WIDTH PER PLAN. Lr) 2AAW (D.- I � I&6�`��L__ IPTrAQ.-STREST VWPEP si44 AtSo_LtA,).("dG)- _- -- - . rl � I , - ' F- - UFP�ERVISION D�F 'AS BWLq PREPARED BY: A WiLSON MIKAMI cay OF LAKE ELSINORE 0- I W/ EPA�� UNDER S _Z � 1 --F4 Itl's W CORPEIRATILOIN TRACT 31920-7 SHEET - . . cl) I'll PR !��_ , ,,,w; 'DATE 3 PETERS CANYON T.949-679-OD9D STREET IMMVEMENT PLAN'S , . o� REVISIONS: F: I_�11_11 I I I -1 - -�__] � - 9 � - I -- I ! j -- I I __­� I - , , _l[ , _� ,-, -T=- � __ I - - - I '9- �]____ - I -i- I ,:gl - ,� , I - �-*I'_ I � ii7__ - n !,��ll �_� , I , I I . t � I , 1 I I � I i I i . - i i I - . -, - , , - - 5 . 11 :�,�- � ��c _- REVIENWEIr.*- i . . 0) SCOTT M,WLSON I)Alt SUITE 110 F:944-679-00911 3: 0. -30- 1 Ill DATE BENCHIMAR( IR)iNF CA 9206 1 . . . 75 �- - RCE N 49884 EXP. 9 14 IN ROYAL TROON AND PRESTWICK OF I I . 11 j - - N.49BM - THESE PLANS HAVE BEN REVIEWED FOR COMPLIANCE WTH THIt I RNVGDE'MKHWK NO.BM E-�-71 REV.1279M9. BRASS DISC IN CONCRETE .. - AVpeV 14o I-j%KWI0Lj 9 113B.Cl SW - I - -_ POST 72*NORTH OF'r Ill!'ERSECION OF CORIDON STREET AND MISSION TRAIL 27' FROM!STA-10+00-00 TO STA. 11+60-10 8 2�2jf ,E,,W/W14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AN SCALE: AS NOTED EKST OF THE CENTERUNE OF MISSON TPAL 10+00.00 11+73.17 SHEM . m I R9W VRINFFMWAYE, I TH ST TE LAWS AND PERMIT CAN BE ISSUED. 91-�),�-I -- BASS OF BEARING: 0j I CENTERLINE OF CEREAL STREET.BEING wwSf4ft BEWEN MONUMEIM 3 AND 4. - KAM RAVIN BY., KAM i" pF,R]ME r x, Z2 I IONI TIE CENTEPUNS NIERSECTIO"I 01 CEREAL STREET AND STONEMAN STRELr voo. I , : 0 0 r N, ,/,"Ah" I I v v4m �, iw.o. I FOR: F.B. �� Cd 2 Fkd DI"h A*- DESIGNED BY'. !ftF KEN A.SEUMALO R.C.F_j 56915 CITY ENGINEER AND CEREAL STREET AND CORI'DON STRU, I ,, I PROJECT M 1 61 CHECKED BY., KAM - I I I - . 1. . 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PRESTWICK E p g : m N� ,N 77 76 I ` / // a i Ago\� I m z b a zi 0 63 PAD=1268.4 PAD=12679 I fi f ..? f �' PAD=1270.8 / Q g I Q �g i 9 ,& I o 62 \ \ / / 6 € I i �� PAD=125_.8 fi h�/ 25 z PAD=1271.3 �� / 1 n I k- i n� C 1 I 9 \� 73 � a LINE TABLE m A%\ M 78 i ti g I R � I ; had 75 �\ \ j/ PAD=1269.1 f� LINE LENGTH BEARING - N z �, PAD=1259.5 n ^ I � 4 / \ PAD=1256.9 f STA 20+62.10 ` \ m� d o I \ �/ J j Lf 30.6E NBS'30'47'V �" \\ m BCR L2 27.82' N0719'00"E I .I \ ^a: �A ♦"ii I fy 3 G 4 I c II S.D.LINE'B"\ \ b � k, ECR \ d - -_ _ - - _ I, _ - 3 SEE SHEET 8 W f h 74 h to �f `RR/W--L o, - - -I" f :5X +PPD=1268.5oQ C' 58 - = r3 a __` - __ i PAD=1271.0 �,_'' IN m� - _'I_ - ` 1W� of�, `^ � ^ 1!� C RVE TABLE ' '�--*12 1 e `�£ I 2 - 8 1 �"1 x.� -. In` U� �W �m � _ CURVE LEN93 RADII 68'1505" T 21.01T I 1_/ •�: .{1W" - _: _=� _ _ yI CZ 83.65 52.00 9-09-52" 54.00 �/ __ ' 5 �_ = ..a/ ,1�q C3 26.45 f06.00 14'1T53" id30 ,fey--- - - -Lb' - _ _,<.` Jjx C4 469.45 953.00 28'13'26" 239.59 I /r _ Rev - 1 5 7 V- o i 4 R N tl^•d' n '. '„5 _ 't = .TINE ' CS 70.9E 25.00 4*39,3" 2Z 12 . { ,.F o m I ,y I■f cGy ,,a - •�x f C6 41.30 Z5.00 94'39'37' 27.12 PAD=1270.5 /// rn N i + � M a s 1- t 12 a.1 ,, , Imo J � ow z�i t C7 J9.65 25.00 90'S2'08' 25.38 ,, n N - I Id ^`y`AOl'AL '' �q 44 � CS 194.3E 917.00 1708'3B' 97.55 \ / I , ¢ 11 0 , y, I o `" MATCHLINE �" �mme mb `i *4g +.2�- t s�?'sxtPAD=1267.9,! C9 529.35 935.00 3726'i6' 271.98 I oX •Fya , II SEES 5 � � �1 a �' a ' CIO 23.53 fos.00 irarSE" 11.81 '1 I 3 I y A fyB h I HEET h$`� �N `� 'fc % U n "' * o,- '1fa�/!}� i C11 58.37 49.00 68'15'05" 33.21 PAD=1270.5 52 51 50 I © lo y 3 /o 4^ s b i Z_ 11� . '� '�o. \ f 43 PAD5z7D.1 54 53 1 ° a ". i t o 9 PAD=1268.z /�,, I PAD=1269.7 ` pqp=1269.2 I PAD=1268.E I PAD=1268.0 PAD=1267.4 I 9 ��'3 o1n U'Igl^A'�'36 1 0 � ' I'i 49 9 " � �'" 9 -+zI E4'3` I I PAD=r266.5 / i 6'-0' 8'-a' 6-0' °� ��PAD=12266-5/1 47 1 �I. 9 �6 \\� STIHET PLAN�ntOTES 4 PAD=1266.5 1-ia av 45 j i, a CONSTRUCT TYPE 6 CURB AND GUTTER PER CITY OF LAKE R SINORE SI'D.NO 200. 0,7 6'-0' 8'-4" 6-0" t I O c4i O.C. O.C. O.C.U O.C€� O.C. O.C. 'a j PAD=1265.E I PAD=1257.1 b a-CONSTRUCT 3.5'AC.OVER 4'A.B.PER GEOTECHNIGIL ENGINEER'S RECOMMENWIIIONS. d I , Imo' 1> b ^ N % -_� ".� 21e`% ."-te o-CONSTRUCT GUTTER DEPRESSION PER RIVERSIDE COUNTY SID.NO 311,ME'C'. 1 �`� z ar.� o v,•i V��,.� oIn G.v oN 11 /�/ A - a-CONSTRUCT SIDEIYALK DTH-6' PER CITY OF TAKE ElSYNORE STD.N0.110. G � +N� +� - b N^ b abV ab`I ONib�� Obila aa7 O��..a^- N� �KF _ ) # .- - _- -- _ *'CNN *GNN bG ab`IN*� PRESTWICK .3 _ y PREpq,ZFA B{: So-CONSTRUCT ACCESS RAMP PER CIII'OF LIKE ELSINORE STD.N0.214B. C ^ - �w.._- �a6 .-._b as 1, ---- $ •F.Y T%p I•ENT11 t2Cfit�y4x{l�EyP.12131/1¢ �CONSIRUCT STREET LIGHT PER CITY OF LAKE ELSINORE SlD.N0.501 (9500 LUMENS). x ' pAoS CoI15ULT 1C� o- a 2 1p LINE'B3' U 'B4 ..fg,., 4it 7 INSTALL BLUE REFLECTNE PAIEMENT MARKER PER FlRE DEPARTMENT SPEgFlCAlI0N5 �x 173X R�4(U psr-ol",?A AND CRY OF LAKE ELSINORE STD.NO.422A � 7mj CB 7 - CB 8 >F; -.,, , � .'. l[NwE,CFI. 401¢ I6+01.04 e-i.-�','t' 9 B�INSTALL 5TREET NAME SIGN PER CITY OF LAKE ELSINORE SID.NO 400A LOCAL DEPRESSION 07 16+o2.9D ..->II 19.58'RT i. '`''��^� I go-CONSTRUCT DRIVEWAY MPROACH PER COUNTY OF RNERSIDE STD.N0.207. WIDTH PER PLAN. I scAL1- 1'=20' LOCAL DEPRESSION 4% ©0 a q � 10 ItdsTOLL StREET Swcep c1co Rao (cA)LMAG) - _ SCALE: 1"=20' - REVISIONS: PREPARED UNDER SUPERVISION OF: -AS BmLr PREPARED BY: J1 WILE13N M►KAM► CITY OF LAKE ELSINORE p1lOFFSS/q Z 9 Hb C O R PO RATION TRACT 31920-7 _ o y I $-73�/3 Rrrsss�_ Em f Un E VV SHEET yap,, /�off. SCOTT M.W1LSON DATE REMEWtD BY: 3 PETERS CANYON T:949-679-0090 ,�-'�EEI'RF�1'�OVEAAENT PLAPIS C _ RCE NO.49884 E%P. 9-30-14 IR�YI�NE,HCA 9260E F.949-679-0091 6 INSPECTOR DAIS BENCHMARK PRESTWICK OF I - a o y No.49884 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE RIVERSIDE BENCHWRK NO,BM E-3-70.Elfl.1279.829. BRASSS DISC IN CONCRETE qM/�7/�/Y/ * E.a.osA�/14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CI AND Post n'NOR1N of r IxTERSEonox of coRmox srREEr Arro Mlrnox TFJIL ]7' 8 G1G1r,I�� w' f nva `- I _ SCALE AS NOTED EIST OF THE CENIERUNE OF MISSgx IFWL FROM STA. 11-F73.17 TO STA. 17-F94.38 0 0 15 0 O O RIP N A �A THE S ATE LAMI� AND PERMIT CAN BE ISSUED. SHEETS Cd2FLWEINnp Gape h Ad- DESIGNED BY: KAM DRAWN BY: KAM F ac Cp11\� G(�,,.- 07 OB �CFNIERUMF a CEREAL STREET•NE1NG N5752'18YI.BETWEEN IIONUMENIS J ANO 4, CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WLSON K N A.SEUMALO R.C.E. 56915 CITY ENGINEER DATE �D�STREET� �StRE11 uzD SrorlEwH s>REt7 W.O. FOR EB. (10E,N0. 1 7 - _ -1- _. . _ ::_.., ';_=t . ..__. < , `_. :. N1[i-� �._.: • __:_-"'_ :-:_ -_ _ _ :n �. ;__-. PROP.I1NSHED:GRADE:. :AVER T.STORM x+., -__ ._ _9VQt¢.SfO1dY----• °� _e : ITAOE � PROP FlN/SHED.G �_--. _ , '�... -.- :. , ..:.. ... ,.__. .:_... -_:.. ..DVER¢SIOIONORNN <-:. .. , <___ ._ ..._f : xow . -N...- _;_-. ;.._...<.... . . - -s+- _ .: �' . _.._ .�. ,::� _.. ,: _.____... ..._,.. .__.-.. :. <. _.._ i.._.. .: , � rn:._._- -_ «_._$_. _:.--•--<_.._:._- of-S..S~ _ _ ;. -1270 _. -.., - _ _.�C {.. --- - .GROUND . �- -,- 11 -- _ _ ` T259B9-:MN 18".RCP-fAT.'Ad' _.. Hqm - -} -1259.89 WV 11177.� S _. - t _ - I .. _'-____ ._• � _:: R Z Y . -::< -;._ ! _ < -:.-: - _._ -I _ ,.. < PROP 8'SEWE ._ ......__ - '__:... _:: i #-- { - _ t '. m. < 1254.50:TOP :.._.. I�._ yam• ITT ........ STA-:+/D+85. _..•. T. Ai_ __ .w. {( •- ... -+ :-:::-: + 'a+l�.p+ .. ._ <-_ __ .- ...... ' 1250-- __ � _124e.T9.;n,1�,__,.,_ __..� _ �_< .. �__._._ _ m_ -- � 1245 - � _ _ ;� � -'-. , +� EX,78"-RCP.. _,o,. -:.-! ¢t - -- �._ :,_ _._-:_ o. :...;� _;- ` CONSL 26.84a.F COHST i6-96 LF.: ---- ,. I24Z78 ITV. � :-'-.r•-•' -:,`.__.. ..:::. .._... _: , ::... -'.. of -o Z ,_.e, 18'RCP-.2000.0. - __ Ci^ ; _:.�. il � z p z: �_o---� - (( -3.0 CFS _ ' _ a + + 1 Q -4.1-CFS 0 -' :-r -. h rn coo b a ___- -: _ ...IIX!- ,....'OU' ___...,_. , .__ ,.________:._ CONSTRUCT 36B.55 LF.. p 1 II m _ r- �_ ._ , . Ta'RCP-2000 D -' - -- - V -18. _V 15.9 FPS, - (i2504. 1 - • _t [ _- , -' , -6.7 CFS :-- __-_ , _ _:._ - 1 .-:0 ._.__ _ _�'__ -::.--'.�.'-n- -:.. -�_r...........�....,;-.. _-- m � • :�,. .< _. .` ,._...,...._100: _COAST-`2371"Li._ -i COAST.25-15 LF. -4.8 FPS .,:_=dMar T •-.__ < _. _r I�' R�P z000 D 1r�'RGP 1W0 a _1 A 1.5.OF COVER - _- {. I -`- __: O ! µ ,: 1 • - Q -5.3 CFS 0 -2.3 CFS _ .::. IL1T ,-.__}� Y 22.4 FP5 y 18.6 FPS. .:. .._ iRUCF 194.89'L.F- , -- �- 1240 _..._.., _._,.. .,_ ....._.a._....- _.._...;..._.d..19'....RCP_..-2000 D _.. ( �...-...y.._,_ _.._. ..-__.......: ...-_- _--T`---. e.._...._°. GDNSTRUC►37,58 L.F. _, AT Al LAT A2 Lam► _A3 , -LOT A4 __- ' - _ -L ......___'...... 2DD0- _�:_,;_o -6.Z-CFS - - }. L -j a- __. - r e PROFILE Q -1 .0 CFS y ,_1 D:2 FPS 1 -_ '- -.- -- - _ - iG7 . , . - , - , , LICE A -, _- =8.�1-::FPS - -- - : :... « - - VERT 1' 4' 10 12 13 17 18 6 _ i _ PAD=1268.4 l I I QQ PAD 1770. � � c� Jr PAD-1269.D 1 PAD=1269.8 1 9 ` I I h2• w 23 PAD -s I m N Z PAD=1268-2 i 1 PAD=f270.6 10 J )T I I PAD_13 e E1 20= i o^ CURVE TABLE G7 PAD=1271.4 PAC=1271-5 1 Pqp 12 I -1T70.7 "�ss �w ^" CURVE RADI DELTA TANGANi 'r 3 Z i !! =12711 g$;2 II C1 7107 4500 9 Y C no ^3 +a O'29'2D" 45.39 R/11' ^$$ i C2 378.04 2398.50 9'Of'50" 189.41 N s co mgzQ m --� l - o, _ _ 1 R�� ^ g 2<n N W I •y -V PAD=126Z 6P/''8�-OW PR e SS ggpP •F. +oo o PR-8" -� .�I' ' _ STORM DRAM CONSTRUCTION PIOTES +t3 6 BC ro� R _ �J\ I 'y _8_DW _- --_ - __ __ - t o--CONSTRUCT 18'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.NO.M815 !i ' f� ry CONSTRUCT 24'RCP(D-PER PROFILE)&BEDDING PER KFC&WCD STD.NO.M815 j & i PAO Jr 674 58 '`� I z 22 CONSTRUCT MANHOLE NO. 1 PER RCFC&WCD STD.NO.MH251 8 23 CONSTRUCT CATCH BASIN NO. 1 PER RCFC&WCD STD.N0.CB100 PAp_ I! PAD=1271.0 r' ro. +� -1266.8 "I I 7,� 22 1' i' ( �v3�j ii +n a- I 24 REMOVE EXISTING CSP RISER&JOIN EXISTING STORM DRAIN I t .14 ~ 22 t MM -'''?2' --- LQ 1 1 62 fv Za vH> 6 9' ;1 �1 .1 PAD=1271-3 I PAD-6, I 64 22 ZO W ?3 I PAD=1671.? STA 10+88.10 ( �-I �] -127D.8 !PAD=7270. m PA 65 2 STA / I r 3 I J 60 i 1 I 3 I 0=12723 PAD 0+24.20 j f o:E_� A 10+25Pg3 7266.5 -1266.5 ¢C8D�jPf 1 o ro.'j END PIPE 23 •STA 8 8+ _ _ � 44.01 I `bh0' 6TERgL23 SEE 9'Op E pp� f0/7Lf I {• R d'1NT< NfREON 1..1! I If. TEREL TA 10+85 '.' I It NIT-20' 20 ' 10+00,00/27 LINE q' '% I I SEE PROFILE HEREON I 0 En __-f0+0p Op U7 •.:.,Ir I 2 :I. 67gg j CD PA0=1T66-5 qI l G - ----__ --' .i 4��I' i�1\E✓TkN EX/SANG 24 - r � LINE 'A' .0 -_ }__ lu -- ---2L_ - \ / l _.. _ a 8 1� N _ c_•.s J-`•;}` PREP gED9f m _ 0 _ P _ -#= WAY ' �a�+ °� N rn ___ 4. E I1 c4 REVISIONS: PREPARED UNDER SUPERVISION OF: ASBmr PREPARED BY: WILSE3N MIKAM► CITY-OF-LAKE ELS!NORE 3 ;`� 5►1p( �] CORCP[ RATIONT.9a9-679-oO90 TFiACT31920-7 SHEET �O S'7j3 RICE EXP 1 Ie DATE f REVIENED 8Y: STREET IMPROVEMENT PLANS 7 a 7 o c SCOTT. 9884 DATE SUITE 11O F.949-679-owl - i �, ? RCE N0.49884 EXP. 9-30-14 IRMNE,cA 92606 n H =A INSPECTOR DATE BENCHMARK: STORM DRAIN LINE "A" OF 0 0 No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE RNMDE BENCHMARK NO.BM E-3-7D.ELEV.1279.829. BRASS DISC IN CONCRETE E.p.././14 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CIl�11''AND SCALE: AS NOTED POST 72 NORTH DF•Y INTERSECTION OF CORDON STREET AND MISSION TRAIL 27' FROM STA. 10+00.00 TO STA. 16+61-I-87 8 �I rl crva P THE STATE LA ,AND PERMIT CAN BE ISSUED. V% EAST OF THE CENTERLINE OF M590N Twat O a O O CSCS� � '7lE , BASIS OF BEARING-. SHEETS Ca2FIAVbW pDaft NAd- DESIGNED BY: KAM DRAWN BY: KAM GNU( Q OZ ag I CENIERIJNE OF CEREAL STREET.BEING N525248W,BETWEEN MONUMENTS 3 AND 4, DATE BEING THE CENTERLINE INIE7t5ECnDNS OF CEREAL STREET AND STORE"STREET W.O. FOR: F.B. �f' 'LNG. 1n CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KEN A SEUMALO R.C.E. 56915 CITY ENGINEER AND CEREAL SIRM AND CORMCM STREET. - - - -- - -- - c 11 � I I -I - - -_ - -- - - =-- - - - �.:.... . n� r , _ ___ . __e _._-- m3 NZ __._ - m I F -" - - _ _ ._.._ - - - z .... .:..1, .11 1.11111- � i ,-��: I i ::, 1 , 1 - - -..... ...,. r. . t i- .... _.--:. ___� ....._- - _ ...-__... -.T-..� _... .._. < ..:::. <...:::t _.__ - .- - _� -.T_ }¢ d i r �._ I < - :... .-_r. :. r - < r - $}j ° 7. __ } _ - f -+- t- __ .. .__ _r_ - _ j I - ...:...: :::: - _ ..._ ____ ... _ - 1 } - }=�_ _. -- _ .._! _ ___ �_ - _-127 _ 1270_ �- --�....<.-.. _ ---v=T PROP Nsr m cw aE ::-t -: - : r N. - TRADE T .. 1�_-___�__- _ _�_. -_f PROP. SHED G1L10E :,W _r..- , t ., ......:..-_. _: - _:I::OVER STORM DRA:1 I _ ..w __.___ .ux -OVER -STORM DRAIN m § ,. r. r-.-'- , ......__ - ..:... -._...._, ._ ...... _ .:::_- .,. , :::OVER STDRAI DRAIN } ,:. ....:... < ,....1 wo, ! . .:'sae, ,-:. ,o 'co - 1 - -_ ::=1:2. 4 : 2. .. S.:_m b ..<. lc,IE U .� r. s- _. , -.: < _.. :x'N fi _._r + t -T .� { t _.. -r__T ..... :..: ...__--ram• �- :_ ..:::_:.. _ '.....::.._. < : " : ... .......___ " ._.tom_ ..... ......_:H' fv _,.. +--',- ......... 1ty j _ f r N Q .. .__. < ,....m I'll < < EEEiEz :..... '::....... ..,._mil __.....__+__�_..-_x.... , �� , .._-_.'.......... ....• _ -r____• _-:- ¢ - __ _ .'�2 I 1. f - __-t_. _.-�-�- ._.._... ,. Z-1-11111- �...._. .-...._ _ - 1 h d v ........ ._ ................ : .._. -a- :. 5 _ ......... t < r .......... �H--,; -_ �PR - -..........:. -,-� __ -_. .._�{-. -� .....:. •..._... i __.<.......- --+-:EXLS`T. ": - t - PROP. 8"WA7ER .......... ....-1_. --_.._� ...... ` m _-_ •. -.-• '..W ".z ............... .......... _. EXIST. _ , _...:., , -: . 1259.96-"BOP 4 , �_:..... . _ _.. o - V _ s : r _ ..- ...:. _�.: - 4 0, - -:1 - is j i _ , t{ n - . - , 1260 .. ..�- ' -1260 vr:-72'OW " , r �,,._,,._.._„_.,_•.-__ ° __._.� - .... IM. ....... HGL _._._._._ _- 42 , _ ..."-' _,. ......... �, _. � ,._ , is { +:-, , < ;-` `-t -STA.Y2+86.05 / FKY+-'� _' -.._.-. .._ _ . -' ::1259:79 BOP ,-::. < :./-, ....:. T , d :':-t < e.. °.....: °:16"RCP EAT.::B -.,/ ,;. --i ___.-_ __..___ _. .... ---_- - ' t - . ;__. .. - .:: r I , i i + < <::::. -7255.28 1NV --- __65- .::::-. , _.._:..... __._..... .�--... .:_ _._.__ __._ : rr+ ---:.__. _. ...... Y� 1=11,1111, t , > .RGP-tfiT'`B4' -_.._.. _,._:.�. ..._..-- _ o b : __.:.-...._ ......�-. ..__. <.r _.... i� C `_':::.. : . ........ .. .TNT _. - !:: -' °----11255.28 INV::-` _ - m '___-- ._..._<.... ......... ,_........ ...___ __ }_..._ n C ll -_ - _.- ---_......, I -. .STA--10+67.74 -! h - __ ..... ._.-_ .. ...._..__T< __. a .__-: i c_ .. .__.__.... 11 :......_. . , :._: " . >I �.-..._...-.. .i �....._ .. .. z i:. 128�-:RCP 1AT. Bf _ x m 1$::=RCP , -: _.°.. _._::_. <.:_.._ - 'I -.- , x _ 1. 711111.�- f Z _- ... __._� ...... _ _ ._ ..._ T__ . ., e ..__ ,70 - -0.01, - __ �+ _ ..:-: __ _.... Y _. ......�__ ........_ _ i is <- ,... -,- ,---$ , ._.-_-+--- _ _ --- x _--_- _. ,PROP.8' x , �� e W4 - o . . _ . ". ---- ,..=.0 < _., _.. - x ___.-.......... ..........._ __-. .-- - ..__ .._.....: .... TOP , , _ ... _.0118 S 0 ---.r , n o f25249 1... 0 __. n �' �- - 0 3 D7 -: < :. t ` _._-i r _.�- ._ - ....__ _•._�._..... -_:._ ffl-��`-----1 , -:: Tom........ .::::7 m -_. _ Y " - ,, ___ __ OP- e m _,__ ::+» I� _.__. , ,...__ - _..� .......:::: .....�:- --'- _- -_..: .. a: ._ '::'.-< - 7J _ ! / - __._. , , _.__. I.. r ......... ....... ' _...__+ -+_ _,....._-:_..I'll _1249.681TOP __: - .._._ , - o T4 F .-n I I I 1: I'll- -.S.0.005 --i i > .:e _...ml,� ° :- ___ _`.. -,� _ -'� _- i.-`n ::.ei��z.� �� , N- d r 1250---�- - - r - .e.... --' - + a + _w - . �._. �G hf.S� .::,. :< -'; ... __. ......_..-� -- -.:.._ -_. _._._..,..._. - _j_....... •':.......r.. '±-i ::::.+h._ ..-; - - m ai rc,. m o vT.::: ..EX.34 RCP ti 1(0. .l[ < _ ...... __ _ __-, ._..:-- ........c - . __•-- ....__......... ..:.: - 12 0.04 ENV. a _..._ -____. ° -- :_::. :. -.- • , ."_- °__.., "_. _..p�( ::,.., .'..:"+�y V 8.8 FPS. o ........ . ..... �_ O --- .. v z.. 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Q y T .::. :.._. .:........._ _... -::: ,o - ,p _ :. ..._. -L_ ...._,...._ T- - 1-1V (~n Nl/,-N ::: N.-.: _:I::' E.::.: W':.._:.::: Y IW F N h n ... v ; t z. ::.:r ..-.-, ' .:;n Znr N N .-° -+_. +r __._. a_ ." .-_ - - - ___.. ....____ _ ._.._.___ COVST.20.67 L.F. - CONSL 23.91..LE. _. ___.:. __........_ 6.S:FPS..._1.... __V 15.6::FPS 6 - I I I" LL r }z -.o ................ -_< 'CONSTRUCT 97.28 L.F. CONSTRUCT 118.53 L-F. -.. .___.:__-. .._._____. -._._.._v. ..•�: P.- D r Ier RCP 20DO D___ lll: ._� _ _____ _. ... - , ::,c�, _ , , ^ CONSL 69.92-LF. .:..- CONSTRUCT 139.65 LF. :: CONS :__-_•-: ..- <-_}....... _.78"RC 2000 ____._. t....• , ° ::-< : - , {. :: t ' < - - .:.. _� - ,::78"_.RCP 1500 D 18"RCP 1500 D _...-.__ , .... ............1__ _..........-_ c 0,40 CFS..____..-» _._._.... �._--:.._, ..-7.... ,-......_. .-. , ...._. :__- , I......-._.. n r > d :;24 RCP TYPE .._..... 1- RCP ,_2000 D -a -_ '__--- - , _ s__.- -:.0 4.8 CFS "_ _..._.:_.. 0lor , w v CONSTRUCT t i:98 LF -L_. -- f ,....._'- , -- - I'll -....... •- V 8.6 FPS N _.._=. " , 4 RCp 2oao-a_> ,_......_, , - --- , -# V 19.0 fPS,, x ; __._ - 2 - ,:...:-. --. - -- - ItAY ¢tF _ n #..._ . C ;_ 6.7 CFS° - ___ - 124(3- --- -�- -=-=LAB-�B3 - - I __ - -- : • _ • :� : :::...:..._ _9,0.FP - ._: �t A ! . r_ LAT B1 , ( r. , - , . I I , - , LAT B2 . _ - ::: rt 17 } , _, __._ l PROFILE 4:_ i .... . - - LINE e - I _.... , I _...<� __._ :....___ i - ' ! :rL • ,HORIZ. 1" 40' , F ,--- j . - � _ i < - - . . ..: i ,- < ..- --- -1 ..._71, -_-...._- :._: - VERT. 1" 4' _ - _ - -- - , _ _ , , I Is / PAD 28 6B 1 // 23 2978 . p . i \` / F m Z 1` / PAD307 l cT `/ z p 9 i • z I I / / "` 1 & °1 j € 1 c / m i7 �\ ,/ PAD s `C'. : Jp � : = m PAO_126Z9 \ /J 23 PAD_1 6&5 �) i _ 7 20 i 1, \ / 1 PAD=6s9 \\\/ bs a." _ _ // rye$ $k'/ron�' e{�/.w x��`�` , 3 _ . rcy4 '69\\ PRE ~_ - ss 0" _ / �F �� ;!'- 44 `' CURVE TABLE _.... - . iZ -- �� ;/ P^N=7267.9 �\ CURVE LENGTH RADIUS DELTA. TANGENT - I - - C A. 11+45 - -- b I �• i7 ; n 36.58 12.. 93'O8'47' 23.77 1C. 151.22 933.00 911T12' 75.76 4-¢MH "r - I/ ', / 53.79 4.1 00 W2922' 30,63I .• 4 1 ;pq 1767 22.50 45'00'00' 9.32 STA 10+69.98 1 �1 �MH ly � � / STA. f0+1d09 I I'' A 11+44.57 Z2 1r -�`� _. \�/ y " / PE o ' END PI I , �.� r� + CB#5 x ,!m _` II.r END P1 49 I = p - /�' �`T.- / 23 SL-I 8.. L _Q.I r CB 6AD�1?6657 - 03 ,] `� - \N �S, /V=6.0: W=7.0' I I �� g�'! +ST,ST� �• I �� f i 1,� \ l d 20 •B7' Q, i V=so, E+35. 23 `� $4, 19n a- SEE PROI HWEREONI I W=7.0'� `, I�r 3 ^Q i �' \-" TNT I 2 m d Ta 10+67.14 LINE•LT' Nu.T3 4-E -DK 22 Y0`' �"n I T PAD 4Jr \ . CO o 70#�'00 LATERAL 81 ,',, i P 1257.1 c ° _1. et -�-- _ sra ro+ ss P 48 123 I N DRAM CSTR<�T 1�'Ol E8 N �, ,,, _ 4' :I v " EXLSIING 24 �=12665 j PAD 4 6 I 46 ""'"""'"' 18'RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD.N0. M815 I �' = ELl !,� - -�-_ '''r \\'\?�_--._'-�_ ss PAD>72s6s 1 4 RI .�� ``" 21 T 24-RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD SAD.N0.M815 . IF D �} -_--4Z _ �1l������ N ---_--- $ --6 ___- .-_�` - �COA6IRUCT UCT MCA�TCHH BASIN N0. 1 PER RCFC&WCD STD.OH2CB100 '51 . f ��, z V \ - � � I►' P - LINE B - z4 RELIOVE EXISTING CSP RISER&JOIN EXISTING STORM DRAIN � C N11 -_........__...-_.._.. •L*• irk m rn .. . ---,--� . i i i m 7 /" =; -q i. f! b DO n CD [ifREVISIONS: WIL50N MIKAMI CITY OF LAKE ELS1t�ORE I PREPARED UNDER SUPERVISION OF: 'AS BIALT PREPARED BY: i LSSr -��-- C O R bO RATION TRACT 31920-7 SHEET 0 j �/ ` RCE �EIP L ES DATE lS - `l 7! f M. L v_23 REVIEWED BW. 3 PETERS t<ANYpI T:949-679-Do9D STREET IMPROVEMENT PLANS Q -a y` o� SCE N M.9884 DATE "IT' no F.949-679-0091 `F a RCE N0.498H4 EXP. 9-30-14 IR" 'C" ' STORM DRAIN LINE "Br , of CD �" s a INSPECTOR DATE BENCHMARK:o N�-a9aea THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE RNE161DE BENCHMARK NO.BM E-3-70.LW.1279.829. BRASS DISC IN CONCRETE 6 N � - * I:xo�o9/1oi+4 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR¢Tx 9ND ���ASNOTED POS1 7L'NORM DF'f NIERSECfION DF CORfDON STREET AND MAION 1RA'L 27' FROM STA. 10+00.00 To sTA. 15+11.59oe 0 0 �`(� 0 0 0 M R PTIO y Av s�� ""a \°- THE ST TE LAW$ AND PE1iMIT CAN BE ISSUED. (J,JyI EAST OF TME N�� SHEETS /� •-�A,- BASS DF wmNG/ OF ER\E CENTERLINE OF CERFIL SBiEET.BE1NC N52524611.BEItIEEN MONUMENTS 3 AVD 4,Ca12MWa"DoFhMarce DESIGNED BY: KAM DRAWN BY: KAM Q o7 08 20/SDATE BDNO ERE CENTERLINE D CORYDON S OF,STREET CEREAL STREET AND STDNEMVI SIRFFE W.D. FOR: F.B. ('1LE'N0.I 1 J• . o CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WILSON KEN A SEUMALO R.C.E. 56915 TY ENGINEER AND CEREAL STREET AND CORfDDTI STREET.