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Home My WebLink About81-113 i \r�/J mil" \ /3' //' g' �' �' [t• EX/5T/NG GUf76�GUlTF7 5 ry\ gay/vnriEs SEWER CONSTRUCTION NOTES EX/5T P/f viNT --CONST. � �x v a i III i 't"� OVEfiL.9y,9.vo '•. /2804f 2/ CONTT. 4" VCP SEWER LATERAL PER RIV.CO. STD. 600. iI I�j LJ N1.V7 ToCENTEfJL/NE TYPICAL SECTION MACHADO ST ER eT 3 � erg• 22 CONST. CONC. MANHOLE PER RIV. CO. STD. 604. s i Ili ••. 3'cF ovc�ssxcv✓ano.I I 23 Ti. 7= /kV0//BCOMpgC7/ON 2Ea. CONST. CLEAN-OUT PER RIV, CO. STD. 603. I �� I�F,4 soics{iEPo/3T F-� EX/57/NG B"SEWEn�y wl, 41 v71 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 1 23 /2 e' /e' 40 0° IK 22 ? + 21 J Ta 2 Q//-4A'T/T/ES STREET CONSTRUCTION NOTES 20 4 5 6 3 7 8 9 10 11 12 13 14 15 16 17 18 W l I 1 ; •`3,OF OYBflEXc�9l��9T/oN A.vO A982oSF o--CONST. " AC PAVEMENT OVER " AS. CLASS 2.4270-9-e 2� TYPICAL SECTION-CONST. VARIABLE THICKNESS CAP PER RIV. CO. SPECIF. � s sons /3EPof1T I coy^ H/GHLANOy 40,10 T/=s 2254-- (�>-CONST. TYPE "B" CURB It GUTTER PER RIV. CO. STD. 201. LANE 1//5TA Ofi/�E T/=5 �I 8 229/t-f 4�-CONST. TYPE "A" CURB d GUTTER PER RIV. CO. STD. 200. ; INDEX MAP FLOW CHART - -- SCALE : 1" = 1 .. /2 2 S.F 00' � 5 C $ I ON T. SIDEWALK DE ALK PER RIV. CO. ST D. . 400 b 401. _ 3Za 5.F 6� CONST. CROSS-GUTTER PER RIV. Co. STD. 210. WATER. NOTES: GENERAL NOTES: - - //0/•`�'f Q7 _CONST. CROSS-GUTTER AND SPANDREL PER RIV, CO. STD. 209 b 210. 1. MATERIAL, TESTING, AND INSPECTION SHALL CONFORM TO AMERICAN WATER WORKS ASSOCIATION AND . 1. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR ELSINORE VALLEY MUNICIPAL WATER DISTRICT REQUIREMENTS. STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL 59G¢s.F b .CONST. CONC. DRIVEWAY APPROACH PER RIV. CO. STD. 207. 2. PIPE SHALL BE CLASS•150 A.C. AND SHALL BE INSTALLED WITH A MINIMUM OF 42"COVER. ACCURACY PORNCOMPLETENESS OF THEBY THE CITY OFE LOCATIONEOROEXIS�ENCENORINONEEXISTENCENOFTANY UAS TO THE NDERGROUND _ O--CONST.ACCESS RAMP PER RIV. CO. STD. 403. 3. VALVES SHALL BE BUTTERFLY VALVES PER A.W.W.A. STANDARD PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE C-504-74 CLASS B WITH CLASS 125 ALL DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND FACILITIES IN AND OUT OF THE AS A FLANGE VALVE CAP;AND RISER PER E.M.W.D. STANDARD DRAWING A-492 WILL BE FURNISHED. STREET RIGHT-OF-WAY SHOWN OR NOT SHOWN ON THIS PLAN. 2Ea. /0 INSTALL TYPE II STREET NAME SIGNS PER RIV. CO, STD. 816. 4. FIRE HYDRANTS SHALL BE 6"X4"X 1-2'/." PER A.W.W.A. STANDARD C-503-95, INSTALLED PER 2. ALL WORK TO CONFORM TO THE CITY OF LAKE ELSINORE ORDINANCE 493 AND RIVERSIDE COUNTY STANDARDS. E.M.W.D. STANDARD B-862. '01 cr. // CONST. CONC. DRAINAGE CHANNEL PER DETAILS ON SHEET NO. 2. 3. ALL UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR, 48 HOURS MINIMUM PRIOR TO S. SERVICE LATERALS SHALL BE TUBING PER A.W.N.A. STANDARD C-901-78. SERVICES SHALL BE BEGINNING COI•(STRUCTION. /Ea. /2 CONST. BARRICADE PER RIV. CO. STD. 810. INSTALLED TO THE ANGLE METER STOP PER E.M.W.D. STD, B-341. i 4. SUB-GRADES IN ALL NEWLY CONSTRUCTED AREAS SHALL BE BEd. 0�6gEXCq(/yTEOANV 5C,9RAF/BO/2 oE�Pwr.vO ffEcoMP,9CT�4 To 6 OF SOX, OR AS DIRECTED BY THE SOILS ENGINEER. /3 INSTALL STREET LIGHTS PER RTV, CO. STD, SOOO. 1. ALL PIPELINES AND APPURTENANCES MUST BE DISINFECTED BY CHLORINATION PER A.W.W.A. STANDARD S. DRIVEWAYS SHALL BE LOCATED IN THE FIELD AS DIRECTED AT THE TIME-OF CONSTRUCTION PER RIVERSIDE /Ea. /4 INSTALL STOP SIGN. C-601-68. COUNTY STANDARD NO. 207 FOR RESIDENTIAL USES. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING AND MAINTAINING ANY AND ALL UTILITIES 6. STRUCTURAL SECTION TO BE DETERMINED BY AN ACCREDITED SOILS LAB. AND APPROVED BY THE CITY OR STRUCTURES ENCOUNTERED REGARDLESS OF WHETHER OR NOT THE UTILITY OR STRUCTURE IS DEPICTED AND WHETHER OR NOT IT IS ACCURATELY DEPICTED ON THE DRAWINGS. ENGINEER AFTE(2 ROUGH GRADING OF STREET RIGHT-OF-WAY. 9. THE CONTRACTOR MUST FURNISH AN INDEPENDANT WATER SUPPLY FOR PRESSURE TESTING AND DISINFECTING THE NEWLY CONSTRUCTED PIPELINES. ISOLATING VALVES WILL BE OPENED ONLY AFTER DISINFECTION CERTIFICATION IS OBTAINED. 10. AIR VAC/ AIR RELEASE ASSEMBLIES SHALL BE INSTALLED PER E.M.W.D. STANDARD B-366. Quf/NT/T/E.5 WATER CONSTRUCTION NOTES ENGINEER' S CERTIFICATE /3¢o Li 3D CONST. 8" WATER MAIN. THIS CERTIFIES THAT ON/O-9 B/I REVIEWED THE PLANS FOR TRACT NO. 17222. THEY MEET THE o REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS 'may 4/Ea 3/ INSTALL WATER SERVICE PER RIV, CO. STD. 700, AND THE RIVERSIDE COUNTY STANDARDS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE. THIS DISTRIBUTION SYSTEM AND THE TRANSMISSION MAINS AT THE 32 INSTALL 8" VALVE POINT OF SUPPLY TO THIS TRACT ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE TRACT, 3 Ea. b VALVE BOX PER RIV, CO.'STD, 703 IN ACCORDANCE WITH SECTION 521 OF THE ABOVE STANDARDS. ' / eg. 33 INSTALL 21"X21"X8" TEE �_ r-- N.J.M°IC�� 22502 A - 3 Ea- 34 INSTALL FIRE HYDRANT ASSEMBLY PER RIV. CO. STD. 701. y< 2Ea. 35 INSTALL 8" 45° BEND. WATER DISTRICT CERTIFICATE I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT 17222 IS IN ACCORDANCE WITH THE �•'� N/VE�510E \ WATER SYSTEM EXPANSION PLANS OF THE ELSINORE VALLEY MUNICIPAL WATER DISTRICT AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE. �q TO SAID TRACT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFIC QUANTITY, FLOW RATE, OR PRESSURE FOR FIRE PROTECTION 9� OR.ANY OTHER PURPOSES, - Tf3/ICT N0. /7222 _ GENERAL MANAGER, E.VIM.W.D. DATE 0�\'1 cne57viEw on. �\ • a� FIRE /PROTECTION SYSTEM APPROVAL " BY: DATE: VICINITY MAP NOT TO SCALE it REVISIONS: APPROVED BY: W.J. M KEEVER INC. OF LAKE I / ` -- CITY EISINNOREi CIVIL ENGINEERING B DATE: e� - - REGISTER CIVIL ENGINEER NO.L_, .TRA C T NO. 17222 ` 7/O-�q/ 047 NORTH MAIN STREET3 q/VCRSIO E, CALIF.92501 _ APPROVED BY: + SCALE: BENCH A1ARK: TITLE SHEET W. AS SHOWN NAIL AND RIV. CO. FLOOD CONTROL OF 5 SHEETS JOSEPH{5/CA/i AGE 2/775 DIST. TAB AT LINCOLN It RIVERSIDE TRl. STA. 336 - _ DATE: 11 ,:L7 �C//Y ENG/NEEh= DATE JULY 1991 - ELEV._1276.56. FILE NO: W.O. FOR: