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Home My WebLink AboutTR31920-7 SIP pg.1 STREET IMPROVEMENT PLANS LEGEND OF ABBFEVIATIONS AND SYMBOLS FOR ti �M oRNE A.B. AGGREGATE SASE J.S. JUNCTION STRUCTURE � A.C.PAVING ~ SU M M E RLY DEVELOPMENT AVE. A�UEn°CONCRETE L LENGTH LP. LOW POINT PORTLAND CONCRETE CEMENT 2 TRACT NO. 31920-7 LTG BEGIN CURVE MAX. MIDDLE 7E'91Lg0� - - AXIMUM BCR BEGIN CURB RETURN MIN. MINIMUM CATCH BASIN&LOCAL DEPRESSION LAKESHO ROAD BLVD. BOULEVARD MOVC MIDDLE OF VERTICAL CURVE CENTERLINE RE ORryE BCBO BEGIN CATCH VERTICAL CURVE MA A6WHOLE BASIN NIS NOT TO SCALE (X FIRE HYDRANT CITY OF LAKE ELSINORE CF CURB FACE OC ON CURB FLOWLINE HEMLOCK STREET t►O RM OF pp/EFODC CONC. CCONNRETEE PPCC POINT°OF COMPOUND CURVE � GRADED SWALE o 'f' VVVI� Vr fl��Gfl�71VC o �y RIGHT-OF-WAY MALAG4 ROPE �o CITY LMII� /� ^ /� CSP CORRUGATED STEEL PIPE P.I. POINT OF INTERSECTION C.Y. CUBIC YARDS PRC POINT OF REVERSE CURVE Llf� �� STAM OrCAL�V�A DR. DRIVE R.C.P. REINFORCED CONC.PIPE 2R SHEET FLOW RATE OW DOMESTIC WATER P.U.E. PUBLIC UTILITY EASEMENT DRIVEN PW PARKWAY W STREET LIGHT AA M �ryC EC END CURVE RD. ROAD DWY AY y9� � � ECR ENO CURB RETURN R.G. ROUGH GRADE — — rn'ALE HIGH POINT t ' ELEV./EL ELEVATION RW RECLAIMED WATER ♦ o WATER METER .,� OLIVE ST. \� W`♦ �, E.P. EDGE OF PAVEMENT SD STORM DRAIN PROJECT{ i �'1� '1�,� Evc END VERTICAL CURVE ss SANITARY SEWER SITE y �� >!M A w FL FLOWLINE ELEV. s. STREET FS FINISH SURFACE STREET R/W RIGHT-OF-WAY LEMON STREETaft GB GRADE BREAK SW SIDEWALK ., If �, r +< _ <_, j t All, ( R ,�4; H HEIGHT TC TOP OF CURB 4 '{. I- ♦♦ �... H.OA. TOME OWNER'S ASSOCIATION TYP. TYPICAL t, jt�l HP HIGH POINT VC VERTICAL CURVE am, INV INVERT OF PIPE W WIDTH ♦ ♦( �. �C[N� MAP �� d + {� � �� W ��- ' � EXISTING SPOT ELEVATION ! � t7 NOT TO SCALE ,� i J� { r ♦ i*'► "�` ♦I 4 S.D LINE SHEET INDEX {; �� GENERAL NOTES ., " �{ ••� - t tr { {j .�� AC �. �i s ,,. P. - -- �� ♦ E STREET l - " PLAN DESCRIPTION SHEET 1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND 41# 400 j ♦ ,'x �' - 1 TITLE SHEET UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A �{{.2 EZ ,;� 1 .� + �" I 1,� 2 STREET SECTIONS,CONSTRUCTION NOTES&DETAILS 100 SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF �� -�y..f. .�.�,_._- ' �� 3 ST.ANDREWS STA. 10+00.00 TO STA. 16+88.49 LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE { 4 �: ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR `� "' �� {-.`t,. ,,. ', �---� - 4 SL ANDREWS STA. 16+86.49 TO STA.24+32.07 NON EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN `. THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL �� \..�a A�/ ``-% ` � `� 5 ROYAL TROON STA. 10+00.00 TO STA 11+60.10 i{� /� _---_ _ W PRESTWICK STA. 10+0.00 TO STA. 11+73.17 DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES,PIPES - �� OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY V{ f j" �' '� .-s . I � 6 PRESTWICK STA, 11+73.17 TO STA I7+94.36 D4MAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR {� ;:{ �� ♦ �2 7 STORM GRAIN LINE"A'AND LATERALS REPLACED TO THE S477SFAC77ON OF THE GOVERNING AGENCY BY THE �.- CONTRACTOR AT HIS EXPENSE r ;�f ♦ - 8 STORM DRAIN LINE'B'AND LATERALS i 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD D s SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE AND CITY OF LAKE ELSINORE. IT IS THE CONTR4CTOR5 - RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. �� •, 1 �/ t 3. THE CONTRACTOR SWALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 EXT.247 BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M.MONDAY THROUGH FRIDAY. ♦ GRAPHIC SCALE �i�, ' �y% 100 0 50 100 200 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS �` �j/�{j ` �r -- —--—� TRAFFIC MANUAL AND WAT.C.H. MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL IN FEET) REWIRE IMMEDIATE WORK STOPPAGE I inch =100 It 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY /1 '�'{/1 �� COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE - ENGINEER NOTICE: ICE: _ INDEX MAP SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SCALE: 1"=100' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS WORK AREA,AND RELOCATION AND COST OF ALL EXI5PNG UTILITIES SUBDIVIDER MUST WORKINREQUIRG MENU SHALL APPLY CONTINUOUSLY AND NOT IN LIMITED N NORMAL INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING WORKING HONKS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD; THE OWNER AND ENGINEER TH THE FROM ANY AND ALL LIABILITY,TH REAL OR EC LE� OF CONSTRUCTION. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING EXCEPTING FOR L L481LITY ARISING FROM THE SOLE NEGLIGENCE OF THE I----------- OWNER OR ENGINEER. THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER,TELEPHONE, 1 1 =STREET IMPROVEMENT SHEETS ELECTRICITY,GAS,AND DRAINAGE FACILITIES. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON L------ --J 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE 0 ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS IMPROVEMENTS HEREON,AGREES TO ASSUME-LIOUTY AND HOLD THE 7 =STORM DRMN IMPROVEMENT SHEETS SHOWN ARE FOR BONDING PURPOSES ONLY. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON ELEVATIONS VERIFIED PRIM TO CONSTRUCTION THE ENGINEER OF RECORD SHALL BE PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE IN THE FORM OF'AS-BUILT'PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR PRECAU77OMW MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, OWNER:SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHAM BE THE CONTRACTOR'S TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES MCMILLIN SUMMERLY, LLC CONCERNED BEFORE STARTING WORK. P.O. BOX 85104 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SAN DIEGO, CA 92186-5104 SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. - THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR T. (619) 794-1252 CENTERUNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL F. (619)336-3010 THE PROJECT BEFORE ACCEPTANCE IS GRANTED. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF SOILS ENGINEER: CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS - INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SOILWOP,KS, INC. MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE EARTH SCIENCES GROUP CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR 350 FISCHER AVENUE ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS COSTA MESA, CA 92626 13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO CITY OF LACE ELSINORE AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH (714)668-5600 - AND RIVERSIDE COUNTY STANDARDS No. 1001 &FOR RESIDENTIAL STREETS SHALL CONFORM TO HAZARDS. - CITY OF LAKE ELSINORE AND RIVERSIDE COUNTY STANDARD No. 1000. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY.' www.soilwarksinc.com CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. s REVISIONS: PREPARED UNDER /SUPERVISION OF: 'AS BUILT' PREPARED BY: WILSON MIKAMI CITY OF LAKE ELSINORE cS-43-�s BCE E)P- DATE CORPORATION TRACT 31920 7 SHEET SCOTT MwW LSON DATE REVIEWED BY: 3 PETERS CANYON T:949 879-0090 STREET MIPROVEMENT PLANS SUITE 110 F.949-679-0091 y' ?_ RICE NO.49884 EXP. 9-30-14 IRMNE.CA 92606 SHEET I' y No.49854 z A mmc INSPECTOR DATE BENCHMARK: 1 1 1`G S E I 6 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE RIOERSDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS DISC IN WNCRETE 8 * E.P PZ2V 4 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY��yypp�� POST 7T NORIH OF T'INIERSMON of Cwmm s1REET AND MISSION TPNL 27' 5 T P THE STATE LAWS,AND PERMIT CAN BE ISSUED. ley L� SCALE: AS NOTED EAST OF THE CENTERL ME OF MISSION TTwL '✓IF L BASIS OF K ONG: SHEETS C Ca2Wwall Oq.hAQvice DESIGNED BY: KAM DRAWN BY: KAM OF CENTERLINE OF CEREAL STREET,BEING 45752'4811,BETWEEN MONUMENTS 3 AND 4, BEING THE CENTERLINE INTERSECTIONS of CEREAL STREET AND STOMEMAN STREET W.O. FOR: F.B. FILE N0. CHECKED BY: KAM PROJECT MANAGER: SCOTT M.WLSON KEN A.SEUMALO R.C.E. CEREAL CITY ENGINEER DATE: AND CER AND CORYDON STREET.