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Home My WebLink About84-141 T/NC 8G G TRACT NO . 17222 EX/S7/NG l/WAIFR j EX/S 7 SEWER I 3 m I , I °oA, I • � o,� I " CHERBOURG AVE, m 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 T - � '" E�E . SHEET ET 3 w w w �"J a� ' y � J W 20 ~ alp, LE H A VE 17 - Rf`tFy S E SHE T 2 P„ N TRACT 19389-- ' AVE 4UE SEE SHEE 3 21 �`"EXiST/NG 2!'{yATER 35 34 33 32 31 30 29 28 27 26 25 24 23 22 LAKE ELSINORE VICINITY MAP NO SCALE b 0 INDEX MAP 8 FLOW CHART ¢¢• 44' <D SCALE. 1'c 60' G GENERAL NOTES �' 32 B2 /2' z 1. NOTE TO CONTRACTORS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 9.ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH WADING ) EX/5T/A'6 GUAR&GUTTER EX/5T?AV'MT. ry1 z STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS..APPROVAL TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES SHOWN ARE FOR BONDING PURPOSES - -- S - OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO ONLY. YAA/E5 T58% Tn 3 z5 SEWER CONSTRUCTION NOTES THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY T W UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR 10.ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED I( _ �� D 20 CONSTRUCT 8" V.C.P. SEWER MAIN 15 REQUIRED TD TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS I L-r 3 oVEALAY AND MATCH 1D CENTER[/NE 9 PIPES OR STRUCTURES,WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE TO THE APPROVED PLANS. THE pEVISIONS SHALL BE IN THE FORM OF'AS BUILT'PLANS SUBMITTED L_J -/- PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE GATISFACTIDN OF THE GOVERNING TD THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY 2T CONSTRUCT 4" V.C.P. SEWER LATERAL PER E.V.M.W.D. STD. S-10 AGENCY BY THE CONTRACTOR AT THIS EXPENCE. ENGINEER. TYPICAL SECTION 2. ALL WDRK SHALL CONFORM TO THE CITY CODES, STANDARDS SPECIFICATIONS FOR PUBLIC WORKS LATEST 11.ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO MACHADO STREET 22 CONSTRUCT 4" DIA. MANHOLE PER E.V.M.W.D. STD. S-1, S-2, $ S-4 EDITION AND STANDARD DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH CITY STANDARDS AS APPROVED BY THE CITY ENSINEER. CENTERLINE TIES ARE TO BE FURNISHED TO T/ 70 THESE STANDARDS AND CODES AT ALL TIMES. THE CITY ENGINEER AT THE COMPLETION OF PROJECT BEFORE ACCEPTANCE IS GRANTED. 23 CONSTRUCT CLEAN-OUT PER E.V.M.W.D. STD. S-9 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING 12.AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC ANY WORK. CALL FOR INSPECTION AT(714)674.3124 EXT. 35 BETWEEN THE HOURS OF 9 00 A.M. TO RIGHTS-OF-NAY.BEFORE ISSUANCE OF SAID PERMIT THE CONTRACTOR/DEVELOPER MUST PROVIDE THE JT 4:00 P.M.MONDAY THROUGH FAIDAY. CITY ENGINEER WITH CERTIFICATE OF:NSVRANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE 30' tL ENCRDACMGENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALRANS TRAFFIC MANUAL AND CONSTRUCTION KITH APPROVED SET OF IMPROVEMENT PLANS. /2' /B' /B' /2• WATCH MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRE. 13. TRENCH COMPACTION REPORTS ARE TO BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. I SENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION 14. ALL WATER AND SEWER LINES SHALL BE COMPACTED S BACKFILLED TO E.V,M.N,D. STD.W-4 S 5-14. OF ANYTUTBESINNINGCNORK�CTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS 15.WHERE NEW PAVING OR A.C. OVERLAY MEETS EXISTING A.C. PAVING IT MUST BE A SMOOTH JOIN. STREET CONSTRUCTION NOTES 1-800-422-4133 UNDERGROUND SERVICE ALERT. &-CONSTRUCT2%'I A.C. PAVEMENT OVER-2-11 A.B., CLASS 2 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 2�CONSTRUCT VARIABLE THICKNESS CAP PER RIV. CO, $ A.P.W.A. SPECS. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA.AND RE- LOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE C�CONSTRUCT TYPE "B" CURB $ GUTTER PER RIV. CO. STD. 201 OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. S. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET TYPICAL SECTION (a)-CONSTRUCT TYPE "A" CURB $ GUTTER PER RIV. CO. STD. 200 SECTION, INCLUDING BUT NOT LIMITED TO SEWER,WATER, TELEPHONE, ELECTRICITY, GAS,AND DRAINAGE FACILITIES. LE HARVE AVENUE 7!.=6.0 /� _ CONSTRUCT SIDEWALK PER RIV, CO. STD. 400 $ 401 LAKE VISTA DRIVE 71=6.o CHERBOURG AVENUE T!=6.0 a-CONSTRUCT CROSS-GUTTER AND SPANDREL PER RIV. CO. STD. 209 8 210. CONSTRUCT CONCRETE DRIVEWAY APPROACH PER RIV. CO. STD. 207 WATER AND SEWER NOTES ENGINEER'S CERTIFICATE ea -CONSTRUCT ACCESS RAMP PER RIV. CO. STD. 403 1. MATERIAL, TESTING, AND INSPECTION SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION AND THIS CERTIFIES THAT ON 1119194f I REVIEWED THE PLANS FOR TRACT NO, 19389, THEY MEET THE REQUIRE- ELSINORE VALLEY MUNICIPAL WATER DISTRICT REQUIREMENTS. MENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AND THE RIVERSIDE q�-INSTALL TYPE II STREET NAME SIGNS PER RIV. CO. STD. 816 COUNTY 2, PIPE SHALL BE CLASS 150 A.C, AND SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER, THISDISTRIBUT FOR E PR ACTICE PRODUCTION I SNND DISTRIBUTION WATER OF pT TRANSMISSIONMANATTHEPOINTOFSUPPLYTO THISTRACT I USE. ARE ro CONSTRUCT CONCRETE DISSIPATOR PER DETAIL, SHEET 3 ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, IN ACCORDANCE WITH SECTION 521 OF THE 3. VALVES SHALL BE SATE VALVES PER A.W,W,A. STANDARD C-504-74 CLASS 125 AS A FLANGE VALVE ABOVE STANDARDS. u INSTALL STREET LIGHTS PER RIV. CO. STD. 1000 OR 1001 CAP; AND RISER PER E.M,W,D. STANDARD DRAWING W-5 WILL BE FURNISHED, ��. 9--INSTALL STOP SIGN 4, FIRE HYDRANTS SHALL BE 61IX41lX 2'/." PER A.W.W.A. STANDARD C-503-95, INSTALLED PER E,M.W,O, W.J.MftEVER R.C.E. 22502 STANDARDS W-8. )3 CONSTRUCT 8" A.C. BERM 5. SERVICE LATERALS SHALL BE TUBING PER A.W.W.A. STANDARD C-901-78. SERVICES SHALL BE INSTALLED WATER & SEWER DISTRICTS CERTIFICATE )4 REMOVE AND WASTE EXISTING CURB $ GUTTER TO THE ANGLE METER STOP PER E.M,W.D. STD, W-2. T CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT 19389 IS IN ACCORDANCE WITH THE WATER 15 INSTALL MARKERS TYPE N-4, $ N-5 PER CAL-TRANS STD. A74-8.2 6, THE 2" BLOWOFF DETAILS WILL BE FURNISHED BY E,V,M.W.D, SYSTEM EXPANSION PLANS OF THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE, WATER CONSTRUCTION NOTES 7. ALL PIPELINES AND APPURTENANCES MUST BE DISINFECTED BY CHLORINATION PER A.W.W.A. STANDARD CERTIFICGE ATIIONND IDOES BNOT OCONSTITUTEIALGUARANTEEA THAT TE OITR WILL ESUPPLY WATERCTOT SUCH ITTRACTCAT ANY T. S C-601-68. SPECIFIC QUANTITY, FLOW RATE, OR PRESSURE FOR FIRE PROTECTION OR ANY OTHER PURPOSES. �-CONSTRUCT 8" WATER MAIN, AC CL-150 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND MAINTAINING ANY AND ALL UTILITIES OR 3r INSTALL WATER SERVICE PER E.V.M.W.D. STD. W-2(3/4" SERVICE) STRUCTURES ENCOUNTERED REGARDLESS OF WHETHER OR NOT THE UTILITY OR STRUCTURE IS DEPICTED AND L, //-S-64 WHETHER OR NOT IT IS ACCURATELY DEPICTED ON THE DRAWINGS, GENERAL MANAGER, E.V.M.W.D. DATE INSTALL 8" VALVE $ VALVE BOX PER E.V.M.W.D. STD. W-5 9, THE CONTRACTOR MUST FURNISH AN INDEPENDENT WATER SUPPLY FOR PRESSURE TESTING AND DISINFECTING INSTALL 21"X 8" W.O. FL. NOZZLE "HOT TAP" THE NEWLY CONSTRUCTED PIPELINES, ISOLATING VALVES WILL BE OPENED ONLY AFTER DISINFECTION CERTIFICATION IS OBTAINED, FIRE PROTECTION SYSTEM APPROVAL o--INSTALL FIRE HYDRANT ASSEMBLY PER E.V.M.W.D. STD. W-8 10. AIR VAC/AIR RELEASE ASSEMBLIES SHALL BE INSTALLED PER E.M.W.D. STANDARD W-10. o--INSTALL 8" 45" BEND W/ THRUST BLOCKS 11. MANHOLE COVERS AND WATER VALVES TO BE SET 6" BELOW FINISHED GRADE AND SHALL BE RAISED BY: c DATE: r,. 7- S INSTALL 811X 811X 8" TEE W/(2 EA.) 8" G.V. $ V. BOX ASSEMBLY W/BLIND FLANGE (1) TO FINISHED GRADE AFTER GRADING IS COMPLETED. co 37 /NSTf/L L 8 PL UC REVISIONS: APPROVED BY: W.J. M'KEEVER INC. CITY OF LAKE ELSINORE CIVIL ENGIN R I, REGISTER IL ENGINEER NO. tttOt 824-5307 1 DATE: / 647 NORTH MAIN STREET, RIVERSIDE, CALIF. 92501 TRACT NO. 19389 APPROVED BY: SCALE: BENCH MARK: OF 4 SHEETS AS SHOWN NAIL AND RIV. CO. FLOOD CONTROL - E. DIST. TAG AT LINCOLN i RIVERSIDE TITLE SHEET S DATE: LOREN CALM.PCE].te1. CITY ENtiNEEt TRI, STA. 136 FILE NO. DATE AUGUST 1984 ELEV..1276.56 VV O. FOR: F.B. rr. B- 2" 93