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Home My WebLink About05-238 CITY OF LAKE ELSINORE " T R E E T IMPROVEMENT PLANS GENERAL NOTES BASIS OF BEARING 1. NOTE TO CONTRACTORS%THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY IS THE CENTERLINE OF DEXTER AVE PER RS 90/44-54, RECORDS RIV CO PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE SHOWN AS NORTH 46°39'50"WEST. CENTRAL AVE FROM DEXTER AVE T 0 CAMBERN AVE 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 CAMBERN AVE FROM CENTRAL AVE TO TENTH STREET STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT, ANY UTILITY DAMAGED DURING THE DEXTER AVE FROM CENTRAL AVE TO ELEVENTH STREET PERFORMANCE OF THE WORK SHALL REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. N 2 (LATESOTR EDITION),CAND OSTANDARD RM TO I T EDRAWNGS OF TY CODES, COUNTY OFRIVERSIDE.IT TIONS FOR U IS THE WORKS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. (�'� 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO 3124 4 HOURS OF 9:00 A.M.TO 4:00 P.M.MONDAY THROUGH FRIDAY, EXT. 5 BETWEEN MUTCD (2003). Z3 BEGINNING AN ( ( Y WORK.CALL FOR INSPECTION AT 95)674 .P .,r r):,; CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH THE n •arr '}` % ! ` _ „:f' �9 '-.��P� CALIFORNIA SUPPLEMENT MUTCD (2003).AND WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION vx ,;S_ :,":; •._....__- ,._ _ ,SV: __ V AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL REQUIRE 200 100 0 200 400 60o IMMEDIATE WORK STOPPAGE. GRAPHIC SCALE 1"- 200' S. IT SHALL BE EPRESENT TIVE E T CONTRACTOR'S THE JOBSITEE ATO ALL RESPONSIBILITY TI T RESPONSIBLEO HAVE A MES DURING CONSTRUCTION. ION 1' -6.•� a /\ 6 E THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY IT SHALL B: _._.. ._. UTILITY COMPANIES •^•' - ----' - '------'^^•---.�,'--•t_:;;-^; `/•, RELOCATION OF ANY UTILITIES.CONTRACTOR SHALL NOTIFY ALL UT1L1 INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.THE CONTRACTOR SHALL ALSO - *-_�y__ ' • .I •� - _ ICE ALERT (U S A)AT 1-800-422-4133 AT LEAST 48 HOURS '!`Gf?="1 PRIOR TO BEGINNING WORK ..... __yr ::;':, T N RGROUND SERV CONTAC U DE SHEET INDEX '' 1- �� -.........../\ WORK ARE ....: ..rLINE'E'; �:: . ....-..: -l.% __ INFORM CITY HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED SET NO DESCRIPTION / L�fFffs S". �; •.�. ,+ OFDLAKEOELSINORE OCATION DF CONSTRUCTION COST OF ALL SICHEDULESTING TPRIIOR,TOUTHEVBEGINNNG OF FO ^ CONSTRUCTION. STREET PLAN ~l , V HA E IN PLACE PRIOR TO PAVING THE i TITLE SHEET ?gv ' /`•'''',``, "^ 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL B v:'. x, ' ` .'• � _ _- TO SEWS WATER,TELEPHONE, ELECTRICITY.GAS AND DRAINAGE FACILITIES. ^ STREET SECTION,INCLUDING BUT NOT LIMITED R W T N 2 TYPICAL CROSS SECTIONSPi ELEC [CI ]ES 3 TYPICAL CROSS SECTIONS � - ` \ •�''� (� � 9. ALL S TREET SECTIONS ARE TENTATIVE.NTA I E.A ADDI TIONAL SOIL TESTS WILL BE TAKE N N AFT ER�fi"� ROUGH GRADING T0 DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES UNE" VDEXTERAVE 42+94 0.00 TO 53+00 o0 SHOWN ARE FOR BONDING PURPOSES ONLY. T \. T -R AVE3 0 0 63+50 00 5 DEXTER E +OO 0 AN POTHOLED D T T AN STRUCTURES UNDERGROUND ND UTILITIES D a:. EXISTING NG UNDE G OU ALL E IS I CORD SHALL BE ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION.THE ENGINEER OF RE 6 CENTRAL AVE 17+31.00 TO 25+00.00e. - �•«_•• '�'•.. •' �''• '-a,i _ NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.THE REVISIONS SHALL + <..:�. �*• -"-�' ... '' `-=:"-` �:.�.,., • - , '•::;; BE IN THE FORM 0 'A: �' LINE'(' F S BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 7 CENTRAL AVE 25+00.00 TO 3360.00 {' :'`,�;_;. "y �` =Lids `' ENGINEER. ..«.._ F , qr --�'/! •,�.:,�..,:�;<.,;_:, `�',, _ PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY E 8 CAMBERN AVE 36+94.33 TO 44+76.12 T �l CAMBERN AVE 44+76.12 TO 52+20.00 :'�Y , .. d �:;:. .. '...a::: 9 C - >:::,.. s / ... .. RING CONSTRUCTION EN(TER�NE TIES B . � .. +-t ✓'.��.: �,.5., .....,.:......, .. o. . . %:��: .�4NE-�I' - - STANDARDS ENTATION DISTURBED APPROVED BY THE DUENGINE .r•`;`..)...,. ARE TO FURNISHED CL EXISTING ONU STA - �:•:. `........ CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE . ,.' ��y :;�.• ARE TO FURNISHED TO THE 10-12 OFFSITE STORM DRAIN PLAN •':, � r �. �fi� � / / �- :';:•t; , ACCEPTANCE IS GRANTED. g X _ 12. AN ENCROACHMENT PERMIT SHALL 8E REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN NA PAN �'•i\ f TRAFFIC SIGNAL L 1 1 '� /DEVELOPER ' �"- � �a�: `Sx .' � .. .�.� �`v'�( PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT.THE CONTRACTOR DE E ';r.;� •. � y:. ..Alltrrci:">fi�>�_��:_�:':":' MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE,REQUIRED BONDING 3 ��\.:�: (/ -'�� %� IMPROVEMENTS.THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB H 16-20 SIGNING AND STRIPING PLANS : �Ja `i'alp. i<:Vie:::<;::;:,:j:;::`'','::-' `V s FOR PUBLIC IMPROVE E S. }� F `' V SET 0 _ TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED��. SITE DURING THE 0 L \ `' LINE IMPROVEMENT[�s I MPROVEMENT PLANS. 21-24 TRAFFIC coNTR L PLANS INDEX MAP '•` . - 7 STREET LIGHTING PLANS 13. AN ENCROACHMENT PERMIT IS REQUIRED FROM THE DISTRICT NO.8 OFFICE OF � �j > Y PROPOSED N CALTRANS'RIGHT-OF-WAY.ALL WORK DONE 25 2 ""`` "``->:�e,> � �':. WITHIN STATE RIGHT-OF-WAY SHALE CONFORM TO THE JULY 1999 STANDARD SPECIFICATIONS ..!. AND JULY 2004 STANDARD PLANS,AND THIS PROJECT'S SPECIAL PROVISIONS. CONTRACTOR SHALL INSTALL PERMANENT EROSION CONTROL MEASURES TO ALL EXPOSED SOIL AREAS BETWEEN PROPOSED SIDEWALK AND R/W LINE. ENGINEER/CONTACT PERSON SOIL ENGINEER NOTE: a _ t THESE PLANS WERE PREPARED UNDER THE DIRECTION OF BARRY J. COWAN. EEI s+: / 'd V STORM DRAIN LINES'E','F'&'K'ARE r A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA. C5835 ARLSBADA 2CIO SUITEN85,STE 118 ,CA 90 TO BE MAINTAINED BY THE CITY 'm CONTACT: RICHARD G.LAPRAIRIE OF LAKE ELSINORE . BARRY COWANC AN 46568 DATE PHONE: (760)431-3747 EXPIRES 6/30/07 FAX: (760)431-3748 _ ;f elf' (• s \ CONTACT PERSON: BARRY J. COWAN P� STORM DRAIN LINES'G', 'H', 'I'&'T 15 ARE TO BE MAINTAINED BY CALTRANS N"oviS so. = lu LEGAL DESCRIPTION '\ W ; N ALL OF TRACT 3472-R,AS SHOWN BY MAP ON FILE IN BOOK 57. LEGEND AND ABBREVIATIONS °` PAGE'S 9 AND 10 OF MAPS,RECORDS OF RIVERSIDE COUNTY, O CALIFORNIA; EXCEPTING THEREFROM THAT PORTION DEEDED TO THE STATE OF SAWCUT AND _ REMOVAL EDGE OF SHOULDER ___._._— _— ._.ES tc9 4' _ ® CALIFORNIA BY DOCUMENT RECORDED DECEMBER 9,1977 AS '�D 9 INSTRUMENT NO.245217 OFFICIAL RECORDS OF RIVERSIDE COUNTY, GRIND AND OVERLAY__._ ___._. _._._.__ BEGIN CURB RETURN __ ........... _._BCR tc �4F,r O'C� CALIFORNIA; ____ECR F9 s ,�0ryy ALSO EXCEPTING THEREFROM THAT PORTION DEEDED TO THE PROPOSED AC_._._._._._.. _—_._._._._— END CURB RETURN_._._._._____.._..__._ E RIVERSIDE COUNTY TRANSPORTATION COMMISSION BY FINAL ORDER OF '� ?, CONDEMNATION RECORDED AUGUST 22,2001 AS INSTRUMENT NO. CURB & GUTTER______.__._._._._._._._.—._._....___-C&G BEGIN VERTICAL CURVE._._.—__..___—._._._._.._._BVC °- 2 001-4 055 6 7 OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. EDGE OF PAVEMENT._ EP END VERTICAL CURVE__.____. EVC OWNER/DEVELOPER FINISHED SURFACE_. _. FS CURB FACE.._._._._._.___.— __-.-_-CF e9 ! z v F~ DIAMOND DEVELOPMENT THE BERGMAN COMPANIES p 265 SANTA HELENA,SUITE 125 THE R M AN DRIVE TOP OF CURB_._._._._._. _—_._..._..___TC BEGIN CURVE._._..____.__._.__.__..___._.__._._.__._ BC 'sF / SOLANA BEACH,CA 92075 CHINO,CA 91710 TOP OF DIKE_.___—___._._._.__.-.-.---.-.__----TD END CURVE.____—._._.__.__._._.____._._._._._.__..._...EC PROJECT SITE Off, a CONTACT: DON HOWELLS CONTACT: MARK BERGMAN FLOW LINE___._._._._ _ FL EXISTING GRADE/GRADIENT_—_.--__._.__ / PHONE: (858)259-4681 PHONE: (909)627-3651 ryy' fit+ o FAX: (858)259-4687 FAX: (909)627-5425 ASPHALT CONCRETE___._._.__.__. ._.__.__._AC DIRECTION OF FLOW_..__._._.__._...___._.__.___...._.._ �� •hp� } ADDITIONAL APPLICABLE CODES AGGREGATE BASE__.___.___._.__.—__.__.__._.—.AB DAYLIGHT LINE__.___._._.___.__—._._._.__----.-. LOCATION MAP 9 O S CL EXISTING DATA..__._.____ 2001 CALIFORNIA BUILDING CODE (CBC).PART 2,TITLE 24 C.C.R. D� CAUTION( LOCATION OF EXISTING UTILITIES ON . __.__.._. (1997 UNIFORM BUILDING CODE VOLUMES 1-3 WITH 2O01 CALIFORNIA AMENDMENTS) CENTERLINE..__._._._._._._.__._.___ __—__ a —_ __._.._.............._._...... l—) THESE PLANS ARE APPROXIMATE AND PROPERTY LINE.._..........__._.......................... PL FUTURE DATA_____.._.._.......______..._._._._.__._.__._....I—) c: a SHALL BE VERIFIED BY CONTRACTOR EDGE OF TRAVELLED WAY -o o PRIOR TO CONSTRUCTION. ETW a°� BENCH MARK REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL QpOFESSION 1.�sssz CALTRANS PERMIT08-04-6-MC-1346 CITY OF LAKE ELSINORE SHEET E DIG ALERT COMPLIANCE WITH THE APPROPRIATE 4( RICKENGINEEIZIlVG COMPANY a o� CITY OF LAKE ELSINORE BM B-95-56 CONDITIONS OF DEVELOPMENT AND/OR s^pc STREET IMPROVEMENT PLANS OF E o •-� DESCRIPTION: CHISELED SQUARE CITY AND STATE LAWS,AND A PERMIT �, sannl�so w�aaa oar Ph.w UNAUTHORIZED CHANGES FOR DEXTER AVENUE CENTRAL BARRY J. COWAN v ON TOP OF CURB,ELEV = 1274.91 CALL CAN BE ISSUED. p :Gib&N Wut SWb as4•D�q,G 9%ect•�n,)90gvb•PA1:pv79]4fxt•w�xdcb::g,mm CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 / c o LOCATION: FROM THE APPROXIMATE BEFORE No, C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) v N L N INTERSECTION OF COLLIER AVENUE YOU m0± W exo.6-30-07 rt PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS 0 o AND CENTRAL AVENUE 66 FEET BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE SOUTHWESTERLY ALONG CENTRAL 1-800-227-2600 4/Z6�0.� J?qT CIVIL PRE UNDER THE DIRECTION OF: FILE N0. c "� AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT RCE.No. DATE / f OF CAVYFG /%cbtnt.. A (.bt•�^- 9/Ulog SCALE: TITLE SHEET _ i uLi CHISELED SQUARE ON TOP OF CURB Cal at bast 2 corking days prlor to excavating. DESIGNED BY: DRAWN 8Y: CHECKED BY: CITY ENGINEER EXP.DATE 6f39"e? I ZA, BARRY J COW ,RCE 'C46568(EXP.6-30-07) DATE DATE: O OPPOSITE FIRE HYDRANT PLOT DATE: 19-SEP1U05 JN 14502