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HomeMy WebLinkAbout03-88_03-91 GENERAL NOTES ro I 1.NOTE TO CONTRACTOR S T IR I� � I IMPROVEMENT (P FR ® IRE IRE IIf\ Im T PLANS N THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR IIYIIIIYL�WI' IIIIIYII�� IIYIIIIYII IIWIIIIIL��/ IIYIIIULI��YII' IIYII'lll�` IIIIIWIIIa�_ 11��(�\W`IIIYIIIII IIWIIIJI�)"1 ION STRUCTURES $ROMAN ON THEE PLANS WERE OBTAINED BY A SEARCH OF ro u AN BERNAROINO COUNTY I �\ WIYENBIDE COUNTY AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE uIANMc ELSIMORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY TO OR COPLETENES4 OF THE LOCATION.NOR THE EXISTENCE OR NONE n n EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE d?STRUCTURES WITHIN FOR tw RNN w THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REWIRED TO TAKE ALL ORANGE -INTO ro`� I DUE PRECAUTIONARY 1EASURES FOR THE PROTECTION O-PLANSALL UTIMETLITIES, COUNTY TA 1EYET UTILITY DAMAGED"ITRUCTURES, �WHETHERORMANCE OFSHOINTHE�71E WORK SHALL BEµY $IT'TC REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY MINTHORN S T E E T YA BY THE CONTRACTOR AT HIS ElP9�. v W.wwE ro to ELSINORE A��AAA��� RR��yy�� pp� S•N AYN 2. ALL WORT(SHALL CWORKSOF(WM TO CITY CODES,STANDARDS SPECIFICATIONSFOR PUBLIC �/ ®T IS THEp�� Tyl COUNTY CONTRACTORS RESPdSSISBILITY IONTO BE FANDAMIL�ITTTH ESEINGS STIANDADS CONSTRUCTION NOTES AND QUANTITIES IlY'l�` IIIIWIIIL�'IWA o. AND CODES AT ALL TIMES. WI Ln 3. THE CONTRACTOR P SALL REIFY THE CITY PUBLIC WORKS INSPECTION TWO O TO WITS' AC W/SEAL COAT OVER 0.5E• AGGREGATE BASE(aA5$2).REJECT 5.80E S.F• COUNTY O F RIVERSIDE, CALIFORNIA WORKING DAYS PRIOR 7D 7 RECORDER AKA'WINS CALL FOR INSPECTOR AT TO CHANCE WITH SOILS ENGINEERS RECCMIN)ATIONS. BETWEEN HOURS 2!7 RECORDER FOR INSPECTIONS THROUGH 674-13Y. O CONSTRUCT TYPE'A-6'an AND GUTTER PER COUNTY OF RIVERSIDE STD 200 AND 2D5. 559 L.F. ETEfl/THE IGBS OF W.W AY NO 4:00 PM MOOAY TNROIGH FRIDAY. 4.CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH O3 CONSTRUCT 4'PCC SIDETRALK PER caNrY of RIVERSIDE STD 401. 3,354 S.F. z CALTRAS TRAFFIC MANUAL.AND WATCH MANUAL AT ALL TIMES DURING g 2 CONSTRUCTION. FAILURE TO DO SO SHALL REWIRE IMMEDIATE WORKK VICINITY MAP: $ Z STOPPAGE. 5 REMOVE EXIST. 2.4 REDWOOD HEADERS 559 L.F. W 5. IT BULL E THE CONTRACTOR'S RES LIME TO HAVE A RESPONSIBLE © $AWCUT AND REMOVE EXISTING AC PAVEMENT. 3,732 S.F. NO SCALE C AT ALL REPRESENTATIVE,AT iH£JOB SITE AT ALL TRIES DURING CONSTRUCTION. 3 O ATTACH STREET LIGHT(9,500 LUEN)TO EXISTING POWER POLE PER COUNTY OF RIVERSIDE STD IEEE. 3 EA. 07 6. 1T SHALL SA THE LOCATION OF AN OF THE GES.FUCONT TO ARRANGE FOR 74 THE NECESSARY RELOCATION d:ANY UTILITIES. CONTRACTOR SHALL GIVE BO CONSTRUCT UNDER SIDEWALK DRAIN PER COI.NTY OF RIVERSIDE STD DWG 309. 1 EA. .�. ALL UTILITY COMPANIES INVOLVED AT LEAST TWO WORKING DAYS ADVANCE NOTICE PRIOR TO BEGINNING CONSTRUCTION AS WELL AT I-6DO-227-2600, O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CGNTY OF RIVERSIDE STD DWG 207. 2 EA. p n UNDERGROUND SERVICE ALERT. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 74 A PROPOSED WORN AREA,AND RELOCATION COST OF ALL EYISTING UTILITIES, 11 PROTECT EXISTING POWER POLE IN PLACE 4 EA. CONTRACTOR SHALL INFORM THE CITY OF LAKE ELSINORE OF REMOVE EXISTING CURB k GUTTER k SIDEWALK STATION 44+79.98 27 L.F. 5 SITE CONSTRUCTION AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF12 CONSTRUCTION. TO 45+07.12 6.ALL UNDERGROUND FACILITIES WITH LATERALS SHALL13 SHN BE IN PLACE PRIOR TO CONSTRUCT AC OVERLAY PER CROSS SECTIONS ON SHEET 3 (1" MIN.) 3,469 S.F. 'yid yy, PAVING THE STREET SECTION, INCLUDING,BUT NOT LIMITED TO SEWER, O,P WATER, TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES. G.ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TEST BALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REWIREIERTS. SECTION THICKNESS SHDWN ARE FOR BONDING PURPOSES 'B' 1 STORY ONLY. 10.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST AND BE (~ POTHOLED A ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE Q a 2 I ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF'AS- BUILT*PLANS SUB HE SUBMITTED TO T CITY ENGINEER FOR APPROVAL PRIOR TO TIE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. LAKE ELSINORE 11.ALL EXISTING MON►ME?NTATION DISTURBED D OR DESTROYED DURING CONSTRUCTION SHALL BEREPLACED TO CITY STANDARDS AS APPROVED BY SHFFT 2 THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE# EPTPJQ IS LOCATION MAP: GRANTED. NORTIE7RLY SQUTFERLY 1O R/W ARM)' R/W Cn 12.AN KRONE WITHIN PLEL7 RICH-O REQUIRED FOR ALL CONSTRUCTION s� NO SCALE WON DOE WITHIN PUBLIC UST PROVIDE BEFORE ISSUANCE IT SAID gF INDEX MAP 10' 20• f 0• e PERMIT, THE CONTRACTOR MST PROVIDE THE CITY OIGINEER WITH CERTIFICATE O:INSURANCE,REWIRED BONDING FOR PUBLIC FOR PUBLIC �� SCALE: 1"=60' V IES yJRIE APPLICANT IMPNOVEIENTS. TIE ENCROACHMENT PERMIT MST E AT THE JOB SITE AT 40• 4' 6• 012. 13.1 T01 .44 ALL TIMES"IiND oorSTRucr[aR WITH AM APPROVED ET a:VEMENT PLANS. I VARIE.�S VARIES y r '~�' I EMPIRE COA�RCIAL REAL ESTATE LP Z 3 9.44 TO o' TO o TO ES 3536 CONCOLRS STREET. STE 300 ! 13.STREET LIGHT STANDARDS WILL E COSTRLICTED OF MARBELITE. THE 2 J I 1 .4 10.13' 12.22'VARIE I ONTARIO, CA. 91764 ! Z STREET LIGHT SYSTEM SHALL HAVE SEPARATE METERS INSTALLED AND THE 2L � o elxro TEL: 909-%7-7788 W CITY SHALL ASSUME BILLING RESPONSIBILITY FOR THE STREET LIGHTS. VARIES 1.71H T02_ _ _-1-33f � I C SPECIAL NOTES SOILS I m 1. IT SHALL E THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 2 1 AWQUT 13 B k F SOILS m ENGINEER TO INSTALL STREET CENTERLINE MOMAENT AS REWIRED BY 60 0 60 120 180 31774 RIVERTON LANE RtvDRs[E CONTY aDINANCE ND. 461. MINTHORN STREET TEMECULA, CA. 92591 2.NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE CORE OR STA. 14+79.98 TO 48+00.00 (909) 699-1499 EXISTING STORM ORAIN[NETS SHALL OCCUR DURING THE RAINY SEASON GRAPHIC SCALE DESIGN SPEED= 30 UNLESS ADEQUATE TEMPORARY/POOANENT FACILITIES HAVE BEEN T.I.= 5.5 APPROVED AND INSTALLED TO CARRr SURFACE WATER TO THE NEAREST MIN STRUCTURAL SECTION= .25'/AC - .5'/AB STREET.STORM DRAIN OR NATURAL WATERCOURSE. SEE SHEETS 3 k 4 FOR DESIGN CROSS SECTION 3. INSTALL STREET TREES IN ACCORDANCE WITH THE APPROVED LANDSCAPE NORTHERLY PLANS. RH 60 SO1THERLY !. THE CONTRACT SHALL INSTALL STREET NAME SIDS CONFORMING TO THE f CITY STANDARDS. 10' 20' EE55 yyAARR 4' 6' _� 1 .78 4013.Y,4 12.15I&IE2. NOTICE TO THE CONTRACTOR J THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON M ARE PROVIDED FOR SATISFYING PLAN 6EIX INFORMATION REQUIREMENTS ONLY. I 3 I THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE O'ALL 2 T 1 VARIES VARIES IIPROVEIE14T QUANTITIES INCLUDING LADING QUANTITIES,AND SHALL USE SAE {;�O 0.59OIO AS A BASIS FOR HIS BID(S)AND COHIRACT(S). THE GRADING CONTRACTOR SHALL E RESPONSIBLE AD ACCOUNT FOR I DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING 2 THE SITE TO DESIGN GRADE. 12.76 TO NOTICE TO THE CONTRACTOR LEGEND ABBREVIATIONS UTILITY SUPPLIERS ,�_�f STREET LIGHT, 9,500 LUMEN CL OR CE-CENTERLINE WATER/SEWER ELSINORE VALLEY MUNICIPAL WATER DISTRICT MINTHORN STREET I E¢ CONTRACTOR AGREES TO ASSURE SOLE AND COMPLETE RESPONSIBILITY FOR JOB -M HPSV. EG -EXISTING GRADE 31315 CHANEY STREET STA. 48+50.00 TO 5DR65.60 SITE CONDITIONS DURING THE COURSE OF CM61RXTION OF THIS PD.ECT, DESIGN SPEED 30 I r„ INCLUDING SAFETY ALL PERSONS AND PROPERTY; TEA EN T THIS REQUIREMENT ���� TRACT BOUNDARY EP - EDGE OF PAVEMENT LAKE ELSINORE, CA. 9253E v SHALL APPLY COlTIM1O15LYO' AND NOTE LIMITED TO NORMAL WORKING HOURS; FL OR FL-FLOW LINE (909) 674-3124 T.I.=5.5 6' C3 AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER OVERLAY FS -FINISHED SURFACE MIN STRUCTURAL.SECTION= .25'/AC - .5'/AB g n AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN INT - INTERSECTION GAS SOUTHERN CALIFORNIA GAS COMPANY SEE SHEETS 4 FOR DESIGN CROSS SECTION CONNECTION WITH THE PEWOR 14CE OF WOE(ON THIS PD.,ECT,EXCEPTING P.O. BOX 3003 CC u1 FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OMER OR THE NEW PVMT. TONE -GRADE BREAK m C 17, ENGINEER. R/W -RIGHT-OF-WAY RFDLANDS, CA. 92373-0306 m L NTS-NOT TO SCALE (909) 335-7828 4 TC -TOP OF CURB DRAWING SHEET INDEX 1. y TELEPHONE GENERAL TELEPHONE COMPANY Z VIF - VERIFY IN FIELD 120 EAST THIRD STREET SHT. 1 GENERAL NOTES, VICINITY MAP AND INDEX MAP W C g BHT. 2 MINTHORN STREET STA 45+07.12 - 50+65.60 1 PERRI S, CA. 9257E-2188 co(909) 657-7612 m 9 ELECTRIC SOUTHERN CALIFORNIA EDISON CO. I m o EXISTING UNDERGROUND STRUCTURES 26100 MENIFEE ROAD ROMOLAND, CA. 92380-9752 N DIGS•-ERT THE EXISTENE AND LOCATION O ANY UNDERGROUND PIPES OR CONDUITS (909) 928-8252 "H SHIN ON THESE PLANS ARE OBTAINED BY A SEARCH O'THE AVAILABLE CABLE MEDIA ONE CABLE �L TOI RECORDS. TO THE EST OF OUR KNONLEDE,THERE ARE NOT EXISTING UTILITIES 425 S. CORONA AVENUE T- EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT O'RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL E THE CORONA, CA. 91719 1-800-d22�133 (909) 270-3415 CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR N STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER o AT 1FJ18f TWO CNYB ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY Z BEFORE YOU OK1 PIPES, CODUITS OR STRUCTURES SHOWN OR NOT SCRN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. UNDBHOROUIND SERVICE ALERT OF SMOU06N CALFORWEA 0 UBENCHMARK BASIS OF BEARINGS LEGAL DESCRIPTION CITY OF LAKE ELSINORE 'LL-ENaNtfR PM-nHHIHn ■ DIES.G. ■ ....T-TloH CITY OF LAKE ELSINORE SHEET NO. /1 THESE PLANS HAVE BEEN AREVIEWEDPPROPRIATE FOR CO RpOFESS/pN \\ IN THE COUNTY OF RIVERSIDE. CALIFORNIA 'O FOUND 1" I.P. WITH/L.S. 3698 TAG COMPLBEARINGS SHOWN HEREON ARE BASED ON OFF DEVELOPMENTANCE HAND/OR THE PCIDTYRANDESTATEI TANDSA ��4 \�4 D. �" 27555 YNEZ ROAD,SUITE 400 DRAWN o DOWIN 0.70' O INTERSECTION PERMIT CAN BE ISSUED. '� � /G^ " a. *. . WM STREET IMPROVEMENT PLANS I THE CENTERLINE OF MINTHORN STREET �+ � A : 7H.EClLA CALIFORNIACALFaRaA G25GF46A u1 OF CHANEY STREET k MINTHORN ST. BEING N46'17'51"W ROTATED CLOCKWISE W No.44341 m CONSULTING 909.676,0042• FAX 909.676.7240• -JEF.- DESCRIED MINTHORN STREET ORIGINAL ELEVATION: 1274.647 00'00'13" TO N46'17'38"W PER RECORD Ew6ao-a q JWM OF 4 SHEETS ADJUST ELEVATION: 1274.527 OF SURVEY 93/14-16. ,f ! PREPARED BY: WAWAM D.KELLER R.C.E.NO. 44341 CHECKED 'Q plE oaf\ EXP.DATE: 6-30-05 WICK FILE N0. l� •/n C LLYV _ u' TITLE SHEET I MARK BY DATE NPR. DATE RAYM D 111.NELL RCE/26603 CITY ENGINEER DATE: ��`� DATE: `AID R E V I S I O N S n AS SHOWN EMI 'L'Y tOI +m� 105 .. OF 8` C1fiB k l a5 OF�hS1RB�IGUTTER - r m a to •cD N BDY) m l /D I'm I'm_ n r p l,. .r � r o o o .o o f 6 1 O. 0 D0)i 8 E s� Si ) � btDw +. f�.~ toQ +�O Y+t D d +F EXIST. a 4 N N O + 8 8 8 •+r'n° r`O g + g a $�in _.. J 4 M (IST;-rINrSH1SIN8 IROFILE HORIZ: 1•40' VERT: 1•.4' I 14 till 43+00 44+00 45+00 f 46+00 47+00 PLAN 48+00 49+00 50+00 51+00 52+00 53+00 pp a 2 z 3 q� DO 09 v 1 STO Y 1267 B 18,794 SF. n r 1 6•3 269 a „ ,. ^ 3 AIL �0] 2 _ 2 _ 8 4A00 �- - ,A` ' 1266 +— EX ___j — _x�3?6_ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _R�T — _ _ _ _ _ _ _ — _ _ _ _ _ — _ _ _ — — _ _ _ — _ _ — _ _ _ _ _ — _ — — — _ — — .37 a 9 Q OF 35'D/W 9 Q OF 26�D/W MINTHORN STREET I D CONSTRUCTION NOTES Z CONSTRUCT 0.25'AC W/SEAL COAT OVER 0.5'AGGREGATE BASE(CLASS 2). SU&ECT � � I L TO CHANGE WITH SOILS ENGINEERS RECONIIDATIONS. W C g 0 CM611W TYPE•AI CURB AND BITTER PER COIIfTY OF RIVERSIDE STD 200 AND 205. 6 Q3 W67RM 4'PCC SIDEWALK PER COMITY OF RIVERSIDE SID 401. m 0 0 REMOVE EXIST.2.4 REDWOOD HEADERS I D ©SMIT AND REMOVE EXISTING AC PAVEIENT. DIGA°s-ERR o � 40 0 40 80 120 4 4' 7 ATTACH STREET LIGHT(9,500 LUIEN)TO EXISTING POWER POLE PER COUNTY OF RIVERSIDE STD 1000. aD POWER POLECONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE SID DWG 309. L TROLL FREE GRAPHIC SCALE O9 COSTRUCF CONCRETE DRIVEWAY APf°ROA01 PER COUNTY OF RIVERSIDE STD DWG 207 00-422�133 SIDEWALK DETAIL 11 PROTECT EXISTING POWER POLE IN PLACE 12 REMOVE EXISTING CURB It GUTTER k SIDEWALK FROM STATION 44+79,98 TO 45,07.12 LEAffT TH11a IJIAYB AROUND POWER POLES z VCK1 Db NTS 13 CONSTRUCT AC OVERLAY PER CROSS SECTIONS ON SHEET 3 (1• MIN.) j UrD6KiROU D SERVICE ALERT OF SOUTHERN CALFORNIA o BEN Ir f-17-aa BENCHMARK BASIS OF BEARINGS LEGAL DESCRIPTION CITY OF LAKE ELSINORE ��-dam fWFnuwHiwe ■ oeeinH ■ en HareucrioH CITY OF LAKE ELSINORE SHEET NO. / _ / n THESE PLANS HAVE BEEN REVIEWED FOR 1Q•6FESS/ONE IN THE COUNTY OF RIVERSIDE, CALIFORNIA o FOUND 1• I.P. WITH /L.S. 36fi8 TAG BEARINGS SHOWN HEREON ARE BASED ON OFFMDEVELOPMENTHAND/ORHE PCITTYRANDESTATE, ANDSA 1�``��\Y•W O'IFf f f� 27555 YNEZ ROAD,8URE 400 DRAWN 2 DOWN 0.70' •INTERSECTION THE CENTERLINE OF MINTHORN STREET PERMIT CAN BE ISSUED. �`' fA °.' • • • TEA,EcuLACALFaru925BF4679 STREET IMPROVEMENT PLANS to OF CHANEY STREET k MINTHORN ST. BEING N46.17'51•W ROTATED CLOCKWISE No.44341 m CONSULTING SM676AW• FAx 900.676.7240• —RBF— CEypNED JAM ORIGINAL ELEVATION: 1274.647 00.00'13" TO N46.17'38•W PER RECORD "' E�•6-00-05 4 SHEETS C OF- ADIJST ELEVATION: 1274.827 OF SURVEY 93/14-16. WDK MINTHORN STREET p 'rlfJ OIY1l 0��\! EXPPDATE:BB-30 0 D.KELLER R.C.E.NO. 443a1 CHECKED FILE NO. +-/r-Its for clv� _ J`' MAIN( BY DATE R E V I S I 0 N S �YiE RAYM D O'DONNELL RCE W28803 CITY ENGINEER DATE: L��`��• �z�� DATE:CII U� SCALE SHOWN 7 44+50 44+79 . 98 45+00 45+50 i I I o I N I O I I O 70 70 70 s 70 ' s s i z __� �%L — 0• _ a o o G7 I 2 z I 2 _ 5 _ O � D 68 ' �' 68 ' �g `xx` 68 ' N x �X$ h 68 ' t0 a0 W' ' Ol W W ^� O W 4N y t0 ol Go 00 aD mpp �` W W W ' � . /. OV RLAY+_ i 20 10 0 10 20 20 10 0 10 20 20 10 0 10 20 10 0 10 20 LT . + RT . LT . RT . LT . R� . LT . RT . � 46 00 46 +50 47+00 47+50 I o i mI m I a 70 ' 70 ' 70 ' � I , 70 ' g s s 69 ' N 69 ' $ 69 ' s N� 69 ' I N 0 � 1 68 _ _ _ __ 68 ' 1 n Ox 68 Q � I n.� n s00 M °g 67 ' s 67 ' Ov,V0 67 ' m rn b i MnE iro 7t_: o �O t9r. ^�s 8- 1 lI �yeOy OD AN� .o2 OV AY 2 .9 0 RLA j i I �6z7 14 z c 20 10 0 10 20 20 10 0 10 20 20 110 0 10 20 20 10 0 10 20 1 LT . RT . LT . RT . LT . RT . LT . RT . M DIGAL-ERT DIAL TOLL FREE 1-800-422-4133 c AT LEAST WM OAYB Z BEFORE YOU DIO a j UNDERGROU D SERVICE ALERT OF SOUTHERN CA FORMA o {9 ?-17-o3 a BENCHMARK BASIS OF BEARINGS LEGAL DESCRIPTION CITY OF LAKE ELSINORE sEAL-OHe1m' PLANNING ■ oeeior ■ corernucrior CITY OF LAKE ELSINORE SHEET NO. THESE PLANS HAVE BEEN REVIEWED FOR epOFE55/p4 IN THE OJl1dTY OF RIVERSIDE. CALIFORNIA 'O FOUND 1" I.P. WITH /L.S. 3698 TAG BEARINGS SHOWN HEREON ARE BASED ON OFM DEVELOPMENT HAND/OR THE PCITTYRAND ESTATE, AND SA e�C \��S"Yf' �^ 27555 YNEZ ROAD,suTE 400 DRAWN 3 DOW 0.70' O INTERSECTION PERMIT CAN BE ISSUED. ��� �4^ s°. • • • STREET IMPROVEMENT PLANS THE CENTERLINE OF MINTHORN STREET " .P TEI.ECUA_A.CALFORNIA92591-4679 InOF CHAPEY STREET!MINTHORN ST. BEING N46'17'51"W ROTATED CLOCKWISE ; �,14341 m CONSULTING 90D.e7eD042• FAx 9096767240• wwwABF.cwn DESIGNED 4 SHEETS ORIGINAL ELEVATION: 1274.847 00'00'13" TO N46'17'38"W PER RECORD � E.R•ea9-m ,� JW►� OF— ADA15T ELEVATION: 1274.827 OF SURVEY 93/14-16. s cfVl\ ���� BY. osM D.RE ER R.C.E.NO. 44341 I-F ECKED WOK MINTHORN STREET FILE N0. j ��/j ��aZl ,mow 9-/7-oS F pf CAEIY� STREET CROSS-SECTIONS MARc �� REV $ 0 N $ DATE RAYMOND V NELL RCE/26603 CITY ENGINEER DATE: ���� DATE:DR FS�A AS SHOWN STA. 44+50 TO 47+80 48+00 48+50 49+00 49+50 1 I I I 70 70 70 70 69 69 ' 69 ' 1 1 69 ' 11 a - F- •N i � W i. i Q� � I � I 4 68 ' 68 ' � , 68 ' 68 ' _ �o �� , n i ' y ' — �2� CO °��10 06 12 67 67 67 ' *I I 67(Y - N 1�2 °D 8 N 6 6 2MOYAL 6 6 a 12.9Q' REMOVAL Jj )• / I I i i � 'REMOVAL I i I I � � I 20 10 0 10 20 20 10 0 10 20 20 10 0 10 20 20 10 0 10 20 LT . RT . LT . RT . LT . RT . LT . RT . 50+00 50+50 50+65 . 60 z 70 ' ' 70 ' p 70 n 69 1 69 69 I 68 ' Z . 68 ' 68 ' ci A• * j n 66 66 - s —�—�- 66 ' n F-2 , � �, ! I B o m �/ I I I 113.64' 20 10 0 10 20 20 10 0 10 20 20 10 0 10 20 I �° a LT . RT LT . RT . LT . RT . 0 M DIGS-ERT DIAL TOIL FItFL � 1-800-422-d133 I o AT LYJYSI TWO GAYS Z S16FOR�YOU DIC>t jIIYDUKIROIRO SERVICE ALERT OF SOUTHERN CALFORMA o BfN p 1-/7-63 BENCHMARK BASIS OF BEARINGS LEGAL DESCRIPTION CITY OF LAKE ELSINORE PLAN NIND ■ DESIGN ■ CDNMTRUCTIDN THESE PLANS HAVE BEEN REVIEWED FOR 0.0.FESS/ CITY OF LAKE ELSINORE SHEET NO. '^ FOUND 1• I.P. WITH/L.S. 3698 TAG COMPLIANCE WITH THE APPROPRIATE CONDITIONS �p f ♦B � IN THE COLTITY OF RIVERSIDE, CALIFORNIA BEARINGS SHOWN HEREON ARE BASED ON OF DEVELOPMENT AND/OR CITY AND STATE, AND A a \0. 'rF �^ 27MYNEZ ROAD,WTE400 DRAIIN 4 oo DOWN 0.70' ■ INTERSECTION J �� a ■ ■ ■ Vwm STREET IMPROVEMENT PLANS THE CENTERLINE OF MINTHORN STREET PERMIT CAN BE ISSUED. •^, TB.ECL,LA,CALFORNA 9269F4679 In OF CHANEY STREET t MINTHORN ST. BEING N46'17'51'W ROTATED CLOCKWISE W No.µ341 m CONSULTING 909.676AM•FAX 909.676.7240• rwR9F.Do DESIGNED a ORIGINAL ELEVATION: 1274.647 00'00'13• TO N46'17'38•W PER RECORD °y E•N.L,-]0-06 >P Jwm OF 4 SHEETS o ADJUST ELEVATION: 1274.627 OF SURVEY 93/14-16. si,77 �IYt� 0�4�� EXP. PREPARED 05 AM D.KFILER R.C.E.N0. u34i CHECKED rvK MINTHORN STREET FILE N0. i T�.yy� SCAB STREET CROSS-SECTION 2 Iluet �� R E V I S I 0 N S DATE RAYMOND O'DONNEUL RCE/26603 CITY ENGINEER DATE: L ' ���"'�-^- DATE:C7�tpL.o2 AS SHOWN STA. 48+00 TO STA. 50+8&SO B