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HomeMy WebLinkAbout07-304 i GENERAL NOTES: 1— NOTE TO CONTRACTOR: THE EXISTING AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR ¢ ' STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE 1 280 1 280 ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON—EXISTENCE OF ANY ' UNDERGROUND UTILITY. PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES w Y OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTIUTY(IES) DAMAGED DURING THE d'y PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR, AT HIS EXPENCSE. 2— ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. IT IS THE CONTRACTOR'S w f RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. Alit fI k I 3— THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR, FORTY—EIGHT (48) HOURS PRIOR " TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9:00 A.M. AND 4:00 P.M., MONDAY THROUGH THURSDAY. 270 dry 270 4—CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND A P OF C R WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION, AS APPROVED BY THE CITY ENGINEER OR HIS °fwAtr REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5— IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB 4 p:F m c SITE, AT ALL TIMES DURING CONSTRUCTION. VIrINITY M NP 6— IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION _ _ .G OF ANY UT4UTIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPAHIES t4VOLVEO, AT LEAST FORTY—FIGHT _ _ Y n (48) HOURS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND 51 + �— SERVICE ALERT (U.S.A) AT 1-800-422-4133, AT LEAST FORTY—EIGHT (48) HOURS PRIOR TO BEGINNING WORK. ± t� 3Nus 7— THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND s RELOCATION AND COST OF ALL EXISTING UTILITIES, SUBDIVIDER MUST INFORM THE CITY OF LAKE ZF)O Z6O ELSINORE OF CONSTRUCTION SCHEDULE, PRIOR TO BEGINNING CONSTRUCTION. _ 8— ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, m ELECTRICITY, GAS AND DRAINAGE FACILITIES, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION. 9— ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING, TO I DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. 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 scALE: H: 1"«20'TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. 1 250 V: 1"-4' 1 250 11—ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 CITY STANDARDS, AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. 12—AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHT—OF—WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST PROVIDE THE •� CITY ENGINEER WITH CERTIFICATE OF INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE 'n' /Ch Do PROJECT CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. /yam of ul W R/W R/W 'WEST Z6' R I I +a Ij j a I e 9 L 60Q' z u Y tl U 36 +o o N I C �O / / / \ z 8' B d' 26' I 8' 12' S' R/W 41 H i 6' 6' 18' CL 18' 6 W ! i / r / 1C 20'E 0'21, _EXIST._AC BERM ® ST.a `1 ® _____ —st�---— 9XEXIST.AC CURB j —« AC PAVEMEN4 :' '�' 'Oswar --------------------EXIST.15'�VC SEttER ONE '� 6 �/ ?'a 4 6 °_^ ffgp'— C- 27L f�-- — ----------- -�_ _ ---------------------------- ------- (, L--(,259.92 INV.El.O -CIDPOE STREET BASE COURSE ���«��«���«��«�s�sesae��--------s-------�������'��Ak011 fy h1°k��A `�6��` ��,r `,11�,��� — ,<,<���_<------------��«��_------- h_s�««==f 5-------- I l COMPACTED SUBGRADE -------wr --., ������PAP�� � ������������ ������ .���� .p7 �EMST.CURB!GUTTER ��� EX15T.FENCE EXIST.FENCE < @ I I F 1 STREET SECTION (TYP) POE STREET 0 20 40 60 80 100 I I I I CONSTRUCTION NOTES: ° Q EXIST. AC PAVEMENT SCP�E I Q CONSTRUCT 6" CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD NO. 200 O CONSTRUCT SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 401 ® SAWCUT EXIST. PAVEMENT AND CONSTRUCT 4 INCHES AC D I GA L E R T PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: OVER 4 INCHES BASE MATERIAL (FIELD VERIFICATION REQUIRED) Ml-800-227-2600 The contractor agree that he Moll a...me sole and complete responsibility f«job site condition• tdlurin the cares of construction of this project,Including safety or all persons and property;that 5 CONSTRUCT CONCRETE DRIVE APPROACH (W=12�) PER RIVERSIDE COUNTY STANDARD N0. 207 NMLLFR TWO WORKING requirement*hall apply continuously and t be limitted to normal working Noun; d that the O THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH contractor shall defend,indemnify and Nola the owner and engineer harmless from any and oil THE APPROPRIATE CONDITION OF DEVELOPEMENT AND/OR THIS PLAN HAS BEEN REVIEWED AND CONFORMES TO DAYS BEFORE for lily,real or wising to Bone"a with the performance the w of the work in this project,.sewtnd © INSTALL 4" SEWER LATERAL CITY AND STATE LAWS,AND A PERMIT MAY BE ISSUED. RECOMMENDATION OF SOILS ENGINEER/ GEOLOGIST. SOIL YOU DIG for dofaliability underground from the y o ny.q•r s h the owner or the engineer.The•.y a s and g' BEARING PRESSURE TO BE 1000LBa PER FT, MINIMUM. kwwnon o/any underground utility or structures shown d the"plans wero obtained el March or omnaWe rocoMs.Theo Ixa<ion.aro approximate a and.non li confirmed "the n•Io et the � � �p wntosed i p m any he o tr for is eq can be made a alignment and /i�t�T SIGNATURE h DATE: �/ "���n���""" qqq""" ^, proposed improvement.The contractor i•required to take due precautionary and/or grade o/the ,�--a. - Y��6��0 1 I ARGROC SERVICE By 7 mwwra.to protect I UNDERGROUND SERVICE ALERT any utility Zino shown and any other lino not or record or not whom an these plena. KEN A. $EUMALO RCE # 56915 NOTE: FOR: SEAL—ENGINEER MASSOUD GHIAM P.E. CONSULTING ENGINEER WORK 60 AVANZARE BENCH MARK: CITY OF LAKE ELSINORE SHEET NO. SHALL NOT TCOMM COMMENCE UNTIAIN WITHIN E AN PLANS WAH TAING � IRVINE. CA 92606 CAL. D.O.T. B.M. 13—C-93 ENCROACHMENT PERMIT AND/OR A TOY TAING yyOLD 0y< (949) 307 5410 INTERSECTION OF RIVERSIDE DR. STREET IMPROVEMENT 1 GRADING PERMIT HAS BEEN ISSUED. 'ff (949) 1006 GRAHAM STREET �P ;Z 559-5410 (HWY 74) AND LAKE ELSINORE, CA 92530 o z LAKESHORE DR. 207 POE STREET I The private argil or signing thew plans Is responsible f«assuring the TEL: 951 587-5471 C 59993 PREPARED BY: DATE: 10/29/07 ( > EXP.6—,o—zoos 209 POE STREET ac uracy one acceptability or the design heron,m the event of disorspancl•. (951) 674-5667 * 4` ELEV.- 1279.70 .H.ing.iW CITY wMowl or during construction,the priwte engineer*Nan of stirs. FOR: w.0. be—7sible liC del rmining an acceptable solution and rwiskq the pion.far DATE BY MARK APPR. DATE �FOFICAL\ R.C.E. 59993 EXP. DATE: 6-30-08 SCUE: FILE NO. approval by the CITY. ENGINEER REVISIONS CITY H: 1"=20' V: 1"=4' . R✓ved�✓.+dgjrAnr.✓ 6y �llAwif 1r,Altoti�l