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953o_wt(UAL WATER NOTES I. ALL WORK SWILL CONFORM TO THE DESIGN AND CONSTRUCTION STANDARDS OF THE RCSD FOR WATER AND SANITARY SEWER FACILITIES. 2. WATER SYSTEM SHALL BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION TO THE RUSIDOUX COMMUNITY SERVICES DISTRICT. CONSTRUCTION, MATERIALS, TESTING AND INSPECTION SHALL COMPLY WITH RUBIDOUX COMMUNITY SERVICES DISTRICT STANDARDS. THE INSTALLATION SHALL MEET OR EXCEED THE REQUIREMENTS OF ALL PUBLIC AGENCIES HAVING JURISDICTION AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. FAILURE TO MEET THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION. 3. CONSTRUCTION OF THE WATER SYSTEM SHALL NOT COMMENCE UNTIL A FINAL MAP HIS BEEN RECORDED BY RIVERSIDE COUNTY AND THE DEVELOPER'S ENGINEER HIS CERTIFIED THAT ALL STREETS ARE CONSTRUCTED TO FINAL GRADE. WATERLINES SHALL BE INSTALLED AFTER CONSTRUCTION OF CURB & GUTTER, SEWER, STORM DRAIN, AND PRIOR TO THE PLACEMENT OF CROSS -GUTTERS, SPANDRELS, AND PAVING. 4. PIPE, FITTINGS, VALVES AND APPURTENANCES SHALL BE OF THE PIPE PRESSURE CLASS (NOT W.W.P. CLASS) SHOWN ON THE PROFILE OF THESE PLANS. (NOTE: CAST IRON FITTINGS SHALL NOT BE ALLOWED) 5. MINIMUM COVER OVER PIPE SHALL BE 42 INCHES, WHEN THE WATERLINE ENCOUNTERS AN OBSTRUCTION AND CROSSING OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 42 INCHES OF COVER OVER THE WATERUNE, THE WATERUNE SHALL CROSS UNDER THE OBSTRUCTION (MIN. 12 INCHES CLEARANCE). 6. CONTRACTOR SHALT. PROVIDE TRENCH PROTECTION AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE WITH CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES PRIOR TO TRENCHING, OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO 500 FEET ALONG ROAD RIGHT OF WAY AND SHUT BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF EACH DAY, 7. BACKFILL SHALL BE COMPACTED TO THE GREATER OF 90% RELATIVE DENSITY, EQUIVALENT TO THE SURROUNDING GROUND, OR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT. CONTACT UNDERGROUND SERVICE ALERT (800) 422-4133 PRIOR TD ANY EXCAVATION, 8. DEPTH AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHALL BE DETERMINED BY THE CONTRACTOR BY POTHOUNG PRIOR TO TRENCHING. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (800) 227-2600 PRIOR TO ANY EXCAVATION. 9. WHERE THE WATER MAIN CROSSES STORM DRAINS, OTHER PIPELINES, TELEPHONE AND ELECTRIC DUCTS, OR SIMILAR INSTALLATIONS, A MINIMUM OF 12 INCHES OF CLEARANCE SHALL BE PROVIDED BETWEEN THE MAIN AND OTHER INSTALLATIONS. SEPARATION OF THE WATER AND SEWER LINES MUST COMPLY WITH THE RIVERSIDE COUNTY HEALTH DEPARTMENT STANDARDS AS SHOWN ON RIVERSIDE COUNTY STANDARD PLAN 609 AND RCSD STANDARD DRAWING WiOiO AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH. 10. CONNECTIONS TO THE EXISTING RCSD WATERLINES SHALL BE IN ACCORDANCE WITH STANDARD RCSD PROCEDURES AND SHALL NOT BE ACCOMPUSHED UNLESS AN RCSD INSPECTOR IS PRESENT. NO CONNECTIONS TO EXISTING RCSD WATERLINES WILL BE ALLOWED ON FRIDAYS. 11, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING COUNTY MAINTAINED ROADS. 12. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE MAIN UNLESS OTHERWISE INDICATED ON THE PLANS AND APPROVED BY THE RCSD. 13. PIPE SHALL BE HANDLED SO AS TO PROTECT THE PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND TO PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS SHALL BE SEALED AT ALL TIMES. OPEN ENDS SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 14. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN THE MAXIMUM ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. ALL WELDED JOINTS SHALL BE MINIMUM DOUBLE PASS. 15. TAPS ON PIPELINE SHILL BE INSTALLED PER DISTRICT STANDARDS AND AS APPROVED IN THE FIELD BY THE RCSD INSPECTOR. CONNECTIONS TO EXISTING RCSD PIPELINES SHALL NOT BE ACCOMPLISHED UNLESS AN RCSD INSPECTOR IS PRESENT, RCSD MAY ELECT TO MAKE THE CONNECTIONS AT THE DEVELOPERS EXPENSE. CONTRACTOR TO FIELD VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING WATERUNES PRIOR TO CONSTRUCTION. 16. TEST PRESSURE SHALL BE 150% OF PIPE CLASS RATING (I.E.: 150 = 225 PSI TEST), SHUT BE UNDER CONTINUOUS INSPECTION, AND SHILL BE IN ACCORDANCE WITH DISTRICT STANDARD PROCEDURES. 17. SURFACE IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL. BE RECONSTRUCTED BY THE CONTRACTOR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION. 18. FIRE HYDRANTS AND AIR VALVES TO BE LOCATED PER THE AGENCY HAVING JURISDICTION. 19. WATER METERS TO BE LOCATED PER PLAN, ANY RELOCATION SHALL BE APPROVED BY THE RCSD. A 'W SHALL BE IMPRINTED ON THE CURB FACE AT EACH SERVICE LATERAL (METER) LOCATION. 20. CONTRACTOR SHALL PLACE INSULATED 14 GA SOUD COPPER LOCATOR WIRE WITH ALL C-900 PVC PIPE TO ASSIST WITH FUTURE LOCATION. 21. THE DEVELOPER SHILL PROVIDE ONE SET OF PRINTS SHOWING ALL 'AS -BUILT" CONDITIONS INCLUDING THE STATIONING OF SERVICE LATERAL CONNECTIONS AND PAD ELEVATIONS AS A CONDITION OF FINAL APPROVAL 22. ANY REVISION TO THESE DRAWINGS MUST BE APPROVED iN WRITING BY THE RUBIDOUX COMMUNITY SERVICES DISTRICT. 23. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WiTH "CONFINED AIR SPACE' ARTICLE 108, TiTLE 8 CAUFORNA ADMINISTRATIVE CODE. 24. ALL PIPE LARGER THAN 12' IN DIAMETER SHILL BE INSPECTED BY VIDEO CAMERA PRIOR TO BACTERIOLOGICAL TESTING. 25. CONTRACTOR SHALL WARRANTY ALL WORK FOR 12 MONTHS AFTER THE DATE OF FINAL INSPECTION. PRIVATE EWNEEIVS NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THE: CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY At GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN ON THESE PLANS. CAINiAT:IX6111 t WATER IMPROVEMENT PLANS PARCEL MAP 33617 INDEX MAP GRAPHIC SCALE ( IN FEET ) 1 inch = 100 ft. INDEX OF SHEETS NO. 2 STRUCTURES SHOWN ON THESE PLANS SHEET DESCRIpm1 TITLE SHEEP IONS ARE APPROXIMATE AND SHALL. BE IT CAN BE MADE IN ALIGNMENT AND/OR 2 ST"DALE a - WATER PLAN AND PROFILE D TO TAKE DUE PRECAUTIONARY MEASURES AND ANY OTHER LINES NOT AN RECORD OR IR SONS )ESIGN UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PREPARING THESE PLANS. �S48 hours B E FO excavation 1-(800)227-2600 �CALL Underground Service Alert WATER CERTIFICATION BLOCK I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN PARCEL MAP NO. 33617 IS IN ACCORDANCE WITH THE WATER SYSTEM MASTER PLANS OF THE RUBIDOUX COMMUNITY SERVICES DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO SUPPLY WATER SERVICE TO SAID PARCEL MAP. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SAID PARCEL MAP AT ANY SPECIFIC QUANTITIES, FLOWS, OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. n WORK CONTAINED WITHIN THESE PLANS SHALL NOT OFESS COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A PR ION, N GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER .SIGNING THESE PLANS iS RESPONSIBLE FOR o ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN ca No. 45702 HEREON, IN T E EVENT OF DISCREPANCIES ARISING AFTER COUNTY a Exp. 12/31/201 i APPROVAL O DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RE PONSIBLE FOR DETERMINING AN ACCEPTABLE sT CIVtI SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. q�� r� \0 -149 -OC DATE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY. mM TI i - -o ALAN 0. FRENCH, R.C.E. 45702 DATE HYDRANT NOTES: 1. HYDRANTS SHALL ALL BE SUPER HYDRANTS (60X2.5X2.5) 2. HYDRANT BARRELS TO BE CHROME YELLOW, TOPS AND CAPS TO BE PAINTED LIGHT BLUE (CLASS AA - 1500 GPM OR GREATER) PER NFPA 291, 3. HYDRANTS SHALL BE IDENTIFIED BY THE INSTALLATION OF BLUE REFLECTIVE MARKERS PER RCFD 'GUIDELINES FOR USE OF BLUE REFLECTIVE MARKERS". CFC 901.4.3 4. HYDRANTS SHALL BE PROTECTED IF SUBJECT TO MECHANICAL INJURY. THE MEANS OF PROTECTION SHALL BE ARRANGED IN A MANNER THAT WILL NOT INTERFERE WITH THE CONNECTION TO, OR OPERATION OF, HYDRANTS PER SECTION 7.3.5, PUBLIC RIGHT OF WAY SrMIZWE, Cr, IS A PUBLIC STREET DEDICATED WITH PM 33617 PAD RUBIDOUX BLVD IS A PUBLIC STREET PER INSTRUMENT 2000-433136 DATED 11/01/2000 APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT ID -z$ - DOUGLAS C BLOOM DATE FIRE SAFETY SPECIALIST FIRE PROTECTION PLANNING DEPT. APPROVED BY THE RUBIDOUX COMMUNITY SERVICES DISTRICT FOR CONSTRUCTION: tl�. DATE ASSISTANT GENERAL MANAG DISTRICT ENGINEER, RCE 481 9 SYM REVISIONS I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WiTH RIVERSIDE COUNTY FIRE DEPARTMENT PRESCRIBED REQUIREMENTS. Q"V� p awro -zd •©5 RAYMOND J ALLARD, PE DATE RCE 36052 Ctr I 11' . 28' 1 28' . 11' 0.18' 0.18' 11 I ( PAD 2X LEVE UNE 2X 1% P2 I'h 6' 1 21' SEWER --**`' 8' WATER S1bC KVALE COURT" __. N.LS. ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Pax (909) 356-1795 APPROVED BY Hca^v" r c- K -k' 4t' REGISTERED ENGINEER No. 360 DATE /9'IX- V AS POR17ONS OF LOTS 3 AND 4 IN BLOCK 26 OF WEST RIVERSIDE, RANCHO JURUPA RUBIDOUX, TOWNSHIP 25., RANGE 5W., AS SHOWN BY MAP RECORDED IN BOOK 9 PAGE 34 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CA. CA= am KNO"K M,L-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM. NGV029 DETAILED DESCRIPTION - AT THE NE CORNER OF THE HiLL AVENUE BRIDGE 156-415, OVER HIGHWAY /60, 246.0 FEET SW OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE SIDEWALK, A BRASS DISK SEi IN THE TOP OF A 1.0 FOOT X 2.5 FOOT CONCRETE POST AND MARKED M.L-4-64. BASS Of HARM THE BEARING OF N 5728'13' W ALONG THE CENTERUNE OF 267H STREET (FORMERLY 3RD STREET) PER RECORD OF SURVEY, FILED IN BOOK 105, PAGE 85, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. CQNSTRL&j1QN NOTES ESTIMATE OF QUANT JT(ES WATER 20 SAWCUT EXISTING A.C. PAVEMENT 21 REMOVE EXISTING A.C. PAVEMENT 22 INSTALL 12" PVC (C-900, CL -150) 23 INSTALL 12' GATE VALVE PER RCSD STD. DWG. W1020 24 INSTALL 1Y 90' ELBOW 25 INSTALL 12' 11-1/4' ELBOW 26 INSTALL 12" 22-1/2' ELBOW 2�-HOT TAP EXISTING 24' WATER MAIN 28 INSTALL 6' COMMERCIAL FIRE HYDRANT PER RCSD STD. DWG. W1060 29 AC. PAVEMENT (MATCH EXISTING PAVEMENT AND BASE) PER COUNTY OF RIVERSIDE STD. NO. 818 30 INSTALL 2" AIR VALVE PER RCSD STD. DWG. W1070 31 INSTALL 12"x8" REDUCER 32 RELOCATE EXISTING FIRE HYDRANT INCLUDING GATE VALVE, INSTALL BUND FLANGE @Y -INSTALL FIRE HYDRANT BLUE DOT REFLECTORS 34 INSTALL THRUST BLOCK Dw" I RUBIDOUX COMMUNITY SERVICES DISTRICT XXX PM 33617 IP 090058 mh WATER IMPROVEMENT PLANS mh TITLE SHEET OSH 104 LF 192 SF 546 LF 1 EA 1 EA 2 EA 1 EA 1 EA 3 EA 192 SF i EA 1 EA 2 EA 1 EA 2x EA 1 OF 2 SHEETS PLAN No. LEGEND: DATER mm PROPOSEDWATERLINE - - - - - EXISTING WATERLINE AIR VALVE ASSY. PER RCSD STD. DWG. W1070 - _ - - - - - - TEMPORARY BLOWOFF/AIR RELEASE ASSY PER RCSD SiD. DWG. W1150 FLANGED GATE VALVE ASSY. PER RCSD STD. DWG. W1020 -�- REDUCER FIRE HYDRANT ASSY PER RCSD STD. DWG, W1O50 OR W1060 ® THRUST PROTECTION PER RCSD STD. DWG. G40 SERVICE INSTALLATION PER RCSD STD. DWG. W110O WATER QUALITY SAMPLE STATION PER RCSD STD. DWG. W1120 TEE ++. 90' ELBOW -{� BLIND FLANGE CROSS HYDRANT NOTES: 1. HYDRANTS SHALL ALL BE SUPER HYDRANTS (60X2.5X2.5) 2. HYDRANT BARRELS TO BE CHROME YELLOW, TOPS AND CAPS TO BE PAINTED LIGHT BLUE (CLASS AA - 1500 GPM OR GREATER) PER NFPA 291, 3. HYDRANTS SHALL BE IDENTIFIED BY THE INSTALLATION OF BLUE REFLECTIVE MARKERS PER RCFD 'GUIDELINES FOR USE OF BLUE REFLECTIVE MARKERS". CFC 901.4.3 4. HYDRANTS SHALL BE PROTECTED IF SUBJECT TO MECHANICAL INJURY. THE MEANS OF PROTECTION SHALL BE ARRANGED IN A MANNER THAT WILL NOT INTERFERE WITH THE CONNECTION TO, OR OPERATION OF, HYDRANTS PER SECTION 7.3.5, PUBLIC RIGHT OF WAY SrMIZWE, Cr, IS A PUBLIC STREET DEDICATED WITH PM 33617 PAD RUBIDOUX BLVD IS A PUBLIC STREET PER INSTRUMENT 2000-433136 DATED 11/01/2000 APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT ID -z$ - DOUGLAS C BLOOM DATE FIRE SAFETY SPECIALIST FIRE PROTECTION PLANNING DEPT. APPROVED BY THE RUBIDOUX COMMUNITY SERVICES DISTRICT FOR CONSTRUCTION: tl�. DATE ASSISTANT GENERAL MANAG DISTRICT ENGINEER, RCE 481 9 SYM REVISIONS I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WiTH RIVERSIDE COUNTY FIRE DEPARTMENT PRESCRIBED REQUIREMENTS. Q"V� p awro -zd •©5 RAYMOND J ALLARD, PE DATE RCE 36052 Ctr I 11' . 28' 1 28' . 11' 0.18' 0.18' 11 I ( PAD 2X LEVE UNE 2X 1% P2 I'h 6' 1 21' SEWER --**`' 8' WATER S1bC KVALE COURT" __. N.LS. ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Pax (909) 356-1795 APPROVED BY Hca^v" r c- K -k' 4t' REGISTERED ENGINEER No. 360 DATE /9'IX- V AS POR17ONS OF LOTS 3 AND 4 IN BLOCK 26 OF WEST RIVERSIDE, RANCHO JURUPA RUBIDOUX, TOWNSHIP 25., RANGE 5W., AS SHOWN BY MAP RECORDED IN BOOK 9 PAGE 34 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY, CA. CA= am KNO"K M,L-4-64 ELEVATION = 845.814 FEET (5-1971) DATUM. NGV029 DETAILED DESCRIPTION - AT THE NE CORNER OF THE HiLL AVENUE BRIDGE 156-415, OVER HIGHWAY /60, 246.0 FEET SW OF 28TH AVENUE 15.0 FEET SE OF HALL AVENUE AT THE NE END OF A RAIL ABUTMENT AND 2.0 FEET HIGHER THAN THE SIDEWALK, A BRASS DISK SEi IN THE TOP OF A 1.0 FOOT X 2.5 FOOT CONCRETE POST AND MARKED M.L-4-64. BASS Of HARM THE BEARING OF N 5728'13' W ALONG THE CENTERUNE OF 267H STREET (FORMERLY 3RD STREET) PER RECORD OF SURVEY, FILED IN BOOK 105, PAGE 85, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. CQNSTRL&j1QN NOTES ESTIMATE OF QUANT JT(ES WATER 20 SAWCUT EXISTING A.C. PAVEMENT 21 REMOVE EXISTING A.C. PAVEMENT 22 INSTALL 12" PVC (C-900, CL -150) 23 INSTALL 12' GATE VALVE PER RCSD STD. DWG. W1020 24 INSTALL 1Y 90' ELBOW 25 INSTALL 12' 11-1/4' ELBOW 26 INSTALL 12" 22-1/2' ELBOW 2�-HOT TAP EXISTING 24' WATER MAIN 28 INSTALL 6' COMMERCIAL FIRE HYDRANT PER RCSD STD. DWG. W1060 29 AC. PAVEMENT (MATCH EXISTING PAVEMENT AND BASE) PER COUNTY OF RIVERSIDE STD. NO. 818 30 INSTALL 2" AIR VALVE PER RCSD STD. DWG. W1070 31 INSTALL 12"x8" REDUCER 32 RELOCATE EXISTING FIRE HYDRANT INCLUDING GATE VALVE, INSTALL BUND FLANGE @Y -INSTALL FIRE HYDRANT BLUE DOT REFLECTORS 34 INSTALL THRUST BLOCK Dw" I RUBIDOUX COMMUNITY SERVICES DISTRICT XXX PM 33617 IP 090058 mh WATER IMPROVEMENT PLANS mh TITLE SHEET OSH 104 LF 192 SF 546 LF 1 EA 1 EA 2 EA 1 EA 1 EA 3 EA 192 SF i EA 1 EA 2 EA 1 EA 2x EA 1 OF 2 SHEETS PLAN No.