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965t_wt_sw
EMWD WAONS. NOTES COUNTY OF RIVERSIDE, CALIFORNIA 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE AN ACCORDANCE WITH EMWD STANDARDS AND R AyA 2. PRIOR TO CVA770N AND OC PIPELINE, CONTRACTOR SHALL EXPOSE EX/STING WATER SYSTEM AND VERIFY ITS Ti {l 1 CT NO. 31142 EXISTING T ELEVATION AND LOF RIPE. 3 WHERE SEWERS HAVE BEEN CONSTRUCTED BY AGENCIES OTHER TIAN EMWD CONTRACTOR SHY VERIFY I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 31142 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND EASTERN MUNICIPAL WATER DISTRICT DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH DEVELOPMENT AT ANY SPECIFIC /J QUANTITIES FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE BY DATE 3/20/10 EASTERN MUNICIPAL WATER DISTRICT CML ENGINEER OF SUBDIVISIONS BYrf� DATE 31to/F4p CML ENGINEER OF SUBOMSIONS ENGINEER'S CERTIFICAT/ON I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REOWREMEN73 PRESCRIBED BY MER lD£ CO�UNTY�FRE •D(EPARTMENT. -, ' '� --'- " DATE SARAH K. KOWALSKI RCE N0. C81093 R.C.F.D. FIRE NOTES FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR R47ED CMAMES (AT LEAST 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGM47ED VALUE) AS FOLLOWSCLASS AA -RATED CAPAC17Y OF 1500 GPM OR GREATER (5,680 L/MIN). CLASS A-R47ED CAPACITY OF 1,000-1,499 GPM (3,785-5,675 L/M/N). CLASS B -RATED CAPACITY OF 500-999 GPM (1,900-3,780 L,/MIN). CUSS C-847ED CAPACITY OF LESS THAN 500 GPM (1,900 LIMN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CMS PALMED WITH THE FOLLOWING CAPACITY-IN&CATNG COLOR SCHEME TO PROVIDE SAARUCITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INOWEDL47F CONDITION : CUSS M -LIGHT BLUE, CLASS A -GREEN, CLASS B -ORANGE CLASS C -RED. HYDRANTS FOR COMMERCW USE SHALL BE RATED TO PROVIDE MINIMUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE UPS AND TOPS DECLARATION OF ENGINEER OF RECORD I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PUNS COMPLIES MTH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PUN CHECK OF THESE PLANS BY EASIERN MUNICIPAL WATER DISTRICT (EMWD) IS A RENEW FOR THE LIMITED PURPOSE OF ENSURING THAT THE PUNS COMPLY WITH EMWD PROCEDURES, APPLICABLE POLICES AND ORDINANCES THE PLAN CHECK IS NOT A DEIERM/NATAON OF WE 7ECHN/CAL ADEOUCY OF THE DESIGN OF THE IMPROVEMENTS SUCH PUN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGNFER OF RECORD, I AGREE TO INDEMNIFY AND HOLD £MWD, IT'S OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL L10LITY, CLAWS, DAMAGES OR INJURES N ANY PERSON OR PROPERTY WMCH MIGHT MISE FROM THE NEGLIGENT AC75, ERRORS OR OMSSIONS OF WE ENGINEER OF RECORD. I HAVE REM) AND INFORMED THE PROJECT APP(M,ANT/DEVELOPER THAT APPROVAL OF THESE PUNS DOES NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN OR /N OWER APPROVED IMPROVEMENTS PUNS). R/W NORTH OR EAST C/L SOUTH OR WEST RTW NOTE SEPAR47ON REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL CONFORM TO STATE HEALTH STANDARDS. UNDER THE LATERAL, WHICH REQUIRES SPECIAL CONSTRUCTION. SECTION PHONE NUMBER IS 951-955-6790 SEWER LATERALS TITLE SHEET SHALL BE INSTALLED ACCORDING TO EMWD SID. DOG. SB -176. EMWD SEWER LATERAL LOC,A77ONS PRIOR TO EXCAVATION FOR NATER PIPELINE. IN THE EVEANT SEWER LATERALS ARE 4. ALL SERVICE CONNEC77ONS SHALL BE V SERVICES X 1' METERS, UNLESS OTHERWISE NOTED; AND SHALL BE 1. SEWER SYSTEM CONSTRUCTION AND 947ER14LS SIAL BE /N ACCORDANCE WITH EMWO'S w LOCATED AS SHOWN ON THE PEWS AND ADJUSTED AS NECESSARY 70 MISS DRIVEWAYS. WATER SERVICE WATER PIPELINE CONTRACTOR CONI TO BE ATA DEPTH LESS THAN /N E DEPT AS WITH ENM SLIVER ENGINEER WATER PIPELINE DEPTH AS OMECR BY THE ENGINEER TD CROSS OVER THE SEWER < ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH SID. DWG. B-5961, B-591 AND 6-965 UNLESS N WATER z AND RECYCLED GRAVITY SEWER PROFILE ELEVATIONS ARE 70 FLOW LINE (CONDUIT INVERT). FORCE MAIN PROFILE < WATER IMPROVEMENT A N PLANS M IF POSSIBLE. T SEWER LATERAL IF POSSIBLE TO PPOVIDE 36' MINIMUM COVER N FINISH ROAD GRADE OTHERWISE CROSS ELEVATIONS ARE TO CENTER CRIOE (CG). 5. , 3 CONTRACTOR HAS AHE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY ' WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF PAPE DESIGNATED ON PLANS PER EMWD STANDARDS AND SPECIFICATIONS. a. POLYETHYLENE ENCASEMENT PER AIWA C105. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING 56-53. SEWER 7 APPROVED REDUCTION PRESSURE BACKFLOW PREVENTION DEVICE (8-597A5,C) REQUIRED FOR ALL I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 31142 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND EASTERN MUNICIPAL WATER DISTRICT DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH DEVELOPMENT AT ANY SPECIFIC /J QUANTITIES FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE BY DATE 3/20/10 EASTERN MUNICIPAL WATER DISTRICT CML ENGINEER OF SUBDIVISIONS BYrf� DATE 31to/F4p CML ENGINEER OF SUBOMSIONS ENGINEER'S CERTIFICAT/ON I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REOWREMEN73 PRESCRIBED BY MER lD£ CO�UNTY�FRE •D(EPARTMENT. -, ' '� --'- " DATE SARAH K. KOWALSKI RCE N0. C81093 R.C.F.D. FIRE NOTES FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR R47ED CMAMES (AT LEAST 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGM47ED VALUE) AS FOLLOWSCLASS AA -RATED CAPAC17Y OF 1500 GPM OR GREATER (5,680 L/MIN). CLASS A-R47ED CAPACITY OF 1,000-1,499 GPM (3,785-5,675 L/M/N). CLASS B -RATED CAPACITY OF 500-999 GPM (1,900-3,780 L,/MIN). CUSS C-847ED CAPACITY OF LESS THAN 500 GPM (1,900 LIMN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CMS PALMED WITH THE FOLLOWING CAPACITY-IN&CATNG COLOR SCHEME TO PROVIDE SAARUCITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INOWEDL47F CONDITION : CUSS M -LIGHT BLUE, CLASS A -GREEN, CLASS B -ORANGE CLASS C -RED. HYDRANTS FOR COMMERCW USE SHALL BE RATED TO PROVIDE MINIMUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE UPS AND TOPS DECLARATION OF ENGINEER OF RECORD I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PUNS COMPLIES MTH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PUN CHECK OF THESE PLANS BY EASIERN MUNICIPAL WATER DISTRICT (EMWD) IS A RENEW FOR THE LIMITED PURPOSE OF ENSURING THAT THE PUNS COMPLY WITH EMWD PROCEDURES, APPLICABLE POLICES AND ORDINANCES THE PLAN CHECK IS NOT A DEIERM/NATAON OF WE 7ECHN/CAL ADEOUCY OF THE DESIGN OF THE IMPROVEMENTS SUCH PUN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGNFER OF RECORD, I AGREE TO INDEMNIFY AND HOLD £MWD, IT'S OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL L10LITY, CLAWS, DAMAGES OR INJURES N ANY PERSON OR PROPERTY WMCH MIGHT MISE FROM THE NEGLIGENT AC75, ERRORS OR OMSSIONS OF WE ENGINEER OF RECORD. I HAVE REM) AND INFORMED THE PROJECT APP(M,ANT/DEVELOPER THAT APPROVAL OF THESE PUNS DOES NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN OR /N OWER APPROVED IMPROVEMENTS PUNS). R/W NORTH OR EAST C/L SOUTH OR WEST RTW NOTE SEPAR47ON REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL CONFORM TO STATE HEALTH STANDARDS. UNDER THE LATERAL, WHICH REQUIRES SPECIAL CONSTRUCTION. SECTION PHONE NUMBER IS 951-955-6790 SEWER LATERALS TITLE SHEET SHALL BE INSTALLED ACCORDING TO EMWD SID. DOG. SB -176. EMWD SEWER NOTES 4. ALL SERVICE CONNEC77ONS SHALL BE V SERVICES X 1' METERS, UNLESS OTHERWISE NOTED; AND SHALL BE 1. SEWER SYSTEM CONSTRUCTION AND 947ER14LS SIAL BE /N ACCORDANCE WITH EMWO'S w LOCATED AS SHOWN ON THE PEWS AND ADJUSTED AS NECESSARY 70 MISS DRIVEWAYS. WATER SERVICE U Ar < ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH SID. DWG. B-5961, B-591 AND 6-965 UNLESS N STANDARDS AND SPECIFICAIOA5. z OTHERWISE NOTED. ADJOINING LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. PROVIDE 2 GRAVITY SEWER PROFILE ELEVATIONS ARE 70 FLOW LINE (CONDUIT INVERT). FORCE MAIN PROFILE < ZINC ANODE AT ALL COPPER SERVICE LATERALS PER DRAWING CP -2 C47HODIC PR07ECRON DETAILS A N GROUND IRON PIPE WITH INSULATING JOINTS PER NACE SP0286. < ELEVATIONS ARE TO CENTER CRIOE (CG). 5. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG 9-598 (TYPE B). 3 CONTRACTOR HAS AHE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY 6. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF PAPE DESIGNATED ON PLANS PER EMWD STANDARDS AND SPECIFICATIONS. a. POLYETHYLENE ENCASEMENT PER AIWA C105. 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING 56-53. SEWER 7 APPROVED REDUCTION PRESSURE BACKFLOW PREVENTION DEVICE (8-597A5,C) REQUIRED FOR ALL MANS MAY BE LAID THROUGH THE MWHOLES AND USED AS A FORM FOR THE INVERT. INDUSTRIAL, COMMERCIAL. APARTMENT COMPLEXES AND LANDSCAPE SERVICES. AND AUME77C PURPOSES DOES NOT CONSTITUTE A CORROSION CONTROL GATING. 5. ALL LATERALS SFWl HAVE AN ON-SITE CLEANOUT /N ACCORDANCE WITH STANDARD DRAWINGS S. INSTALL LOCATOR WIRE OVER WATER ARAM PER STD. DWG B-656. F¢ SB -52. IN AM ON. FOR LATERALS SERVING INDUSTRIAL AND/OR COMMERCIAL DEVELOPMENTS TIE 9. ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, LM 18, EXCEPT WHERE NOTED OTHERWISE PIPE N -UJ1. REOUIREMEWS FOR SUMUNG AND/OR PRETREATMENT FACILITES SHALL BE DETERMINED BY SHUT CONFORM 70 AWWA SPECIFICATIONS. w CONTACTING EMWO'S SOURCE CONTROL DIVISION AT (951) 928-3777, EXT 6203. 10. FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL 6. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS d d JOINTS, OR PUSH -ON JOINTS AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD EXISTING ELEVATION AND LOCATION WHERE CONNECTING TO EX/SmNG MANHOLES AND INLET STUB a STANDMOS AND SPECIFICATIONS. K OF PROPER SIZE EXISTS NO ALTERATIONS SHALL BE MADE TO EXISTING MANHKKE BASE OR SNB 1. NO PRECAUTIONS ARE REWIRED FOR AND VIVIFIED CLAY ILL! EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. It. ALL DUCTILE OR GRAY IRON FlNNGS SHALL BE POLYETHYLENE ENCASED AT WE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECI7C477ONS. 7 ALL SLIVER INLETS AT THE MANHOLE SHALL BE SUCH THAT IIS CROWN SHALL BE LEVEL WIN THE 3 1. PROTECT ALL METALLIC RTTNGS AND VALVES WITH WAX TAPE PER AWWA C277 RIVERSIDE COUNTY FIF CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE AANH/OLE CENTERLINE 12. A JOINT RESTR4NT DEVICE SHALL BE USED ON ALL MAIN UNE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL 8 RECONSTRUCTION OF EXISTING MWHOLES SPALL BE SCHEDULED AT THE CONVENIENCE OF EMWD W JOINTS OR WATER APPURTENANCE LATERALS OFF MAN LINE, PER EMWD STD. DWG. B-663 APPROVED BY., AND SHALL BE COMPLETED MAIN FIVE IRKING DAYS FOLLOWING 17S COMMENCEMENT 13 VALVE CAN RIMS TO BE ADJUSTED TO FINAL GRADE AFTER PAVING BY WATER CONTRACTOR. 9. THE CONTACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING /N A 14. BLOW -OFF ASSEMBLIES SHALL BE INSTALLED /N ACCORDANCE WITH STD. DWG 8-357 CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE' ARTICLE L=j d 108, 777LE 8. CALIFORNIA ADMIN67MTVE CODE. 15. TEMPORARY SLOW OFF ASSEMBLES SHALL BE INSTALLED IN ACCORDANCE WITH ST. DWG. B-568. 10. WHERE GROUNDWATER IS ENCOUNTERED, ALL YCP POPE SHALL 00 TRU7ED FOR ADSORPTION 16. FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. DWG B-517 COLOR CODED RESISTANCE PER EMMOS SPECIFIC47/OVS. UNIT BLUE AFTER ASSEMBLY. W.V It. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE. 17 ALL STEEL CYLINDER PIPES AWL BE BONDED AT RUBBER GASKET JOINTS IN ACCORDANCE WITH SN. DWG. 12, ALL PIPE ZONE BEDDING & NBACKFILL CKFILL ARE TO BE PER STANDARD DRAWING SB -157, B-638. SB -158 AND SB -I59. 18. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASSES AT EACH PIPE JOINT WITHIN 13. MANHOLE RIALS TO BE ADJUSTED i0 FINAL CRAOE AFTER PAVING BY SEWER CONTRACTOR. DESIGNATED WELD LENGTH LIMITS. N w ARE INCONGRUENT WITH THOSE MEASURES LISTED ABOVE EMWD 5 CONSMUC77ON 19. SHOP DRAWINGS FOR CMLkC SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABRIC4170N. SEWER CERTIFICATION 20. ALL CML&C STEEL PIPE SHALL BE CLASS 150 EXCEPT WHERE N07ED OTHERWISE. PIPE SHALL CONFORM TO I CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TACT NO. 31142 IS IN ACCORDANCE WITH THE O AM SPECIFICATIONS EASTERN MUNICIPAL WATER DISTRICTS SEWER SYSTEM ALASTER PEW, AND THE DISTRACT HAS AUAVfn nL-orArinAW^Al PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE PROPOSED DEVELOPMENT. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. 31142 IS IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION PLANS OF EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, STORAGE AND EASTERN MUNICIPAL WATER DISTRICT DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH DEVELOPMENT. THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH DEVELOPMENT AT ANY SPECIFIC /J QUANTITIES FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE BY DATE 3/20/10 EASTERN MUNICIPAL WATER DISTRICT CML ENGINEER OF SUBDIVISIONS BYrf� DATE 31to/F4p CML ENGINEER OF SUBOMSIONS ENGINEER'S CERTIFICAT/ON I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE WITH THE REOWREMEN73 PRESCRIBED BY MER lD£ CO�UNTY�FRE •D(EPARTMENT. -, ' '� --'- " DATE SARAH K. KOWALSKI RCE N0. C81093 R.C.F.D. FIRE NOTES FIRE HYDRANTS SHALL BE CLASSIFIED IN ACCORDANCE WITH THEIR R47ED CMAMES (AT LEAST 20 PSI 1:4 BAR RESIDUAL PRESSURE OR OTHER DESIGM47ED VALUE) AS FOLLOWSCLASS AA -RATED CAPAC17Y OF 1500 GPM OR GREATER (5,680 L/MIN). CLASS A-R47ED CAPACITY OF 1,000-1,499 GPM (3,785-5,675 L/M/N). CLASS B -RATED CAPACITY OF 500-999 GPM (1,900-3,780 L,/MIN). CUSS C-847ED CAPACITY OF LESS THAN 500 GPM (1,900 LIMN). ALL BARRELS ARE TO BE CHROME YELLOW, WITH TOPS AND NOZZLE CMS PALMED WITH THE FOLLOWING CAPACITY-IN&CATNG COLOR SCHEME TO PROVIDE SAARUCITY AND CONSISTENCY WITH COLOR USED IN SIGNAL WORK FOR SAFETY, DANGER, AND INOWEDL47F CONDITION : CUSS M -LIGHT BLUE, CLASS A -GREEN, CLASS B -ORANGE CLASS C -RED. HYDRANTS FOR COMMERCW USE SHALL BE RATED TO PROVIDE MINIMUM OF 1500 GPM AND WOULD REQUIRE LIGHT BLUE UPS AND TOPS DECLARATION OF ENGINEER OF RECORD I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PUNS COMPLIES MTH PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS I ASSUME FULL RESPONSIBLE CHARGE FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PUN CHECK OF THESE PLANS BY EASIERN MUNICIPAL WATER DISTRICT (EMWD) IS A RENEW FOR THE LIMITED PURPOSE OF ENSURING THAT THE PUNS COMPLY WITH EMWD PROCEDURES, APPLICABLE POLICES AND ORDINANCES THE PLAN CHECK IS NOT A DEIERM/NATAON OF WE 7ECHN/CAL ADEOUCY OF THE DESIGN OF THE IMPROVEMENTS SUCH PUN CHECK DOES NOT, THEREFORE, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS. AS ENGNFER OF RECORD, I AGREE TO INDEMNIFY AND HOLD £MWD, IT'S OFFICERS, AGENTS, AND EMPLOYEES HARMLESS FROM ANY AND ALL L10LITY, CLAWS, DAMAGES OR INJURES N ANY PERSON OR PROPERTY WMCH MIGHT MISE FROM THE NEGLIGENT AC75, ERRORS OR OMSSIONS OF WE ENGINEER OF RECORD. I HAVE REM) AND INFORMED THE PROJECT APP(M,ANT/DEVELOPER THAT APPROVAL OF THESE PUNS DOES NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN OR /N OWER APPROVED IMPROVEMENTS PUNS). R/W NORTH OR EAST C/L SOUTH OR WEST RTW NOTE SEPAR47ON REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL CONFORM TO STATE HEALTH STANDARDS. ENCROACHMENT PERMIT FROM COUNTY 7RWSPORTA71ON DEPARTMENT SHALL BE ACQUIRED AS NEEDED. PERMIT SECTION PHONE NUMBER IS 951-955-6790 SEWER LATERALS TITLE SHEET SHALL BE INSTALLED ACCORDING TO EMWD SID. DOG. SB -176. INDEX SHEET 3 o CORROSION CONTROL NOTES w z 5 w IRAN PIPE U Ar < IMPLEMENT THE FOLLOWING MEASURES N A z 1. TO PREVENT DISSIMILAR ATTAL CORROSION CELLS AND TO FACILITATE THE APPLICATION OF CATHODIC REDBARK TRL. AND TANOAK CT. - PUN AND PROFILE y < PR07FC77ON, ELECTRMALLY INSULATE UNDERGROUND IRON PIPE FROM DISSIMILAR METALS AND FROM ABOVE C47HODIC PR07ECRON DETAILS A N GROUND IRON PIPE WITH INSULATING JOINTS PER NACE SP0286. < M 2. APPLY SUITABLE COATINGS INTENDED FOR UNDERGROUND USE: a. POLYETHYLENE ENCASEMENT PER AIWA C105. j b. EPDXY COATING. NOTE: THE THIN FACTORY -APPLIED ASPHALTIC COATING APPLIED TO DUCTILE IRON PIPE FOR TRANSPORTATION AND AUME77C PURPOSES DOES NOT CONSTITUTE A CORROSION CONTROL GATING. < V J COPPER N&NG F¢ \ DO IMPLEMENT THE FOLLOWING MEASURES: N -UJ1. PROTECT BURIED COPPER TUBING BY PLACEMENT OF CLEAN SAND BEDDING AND 84CKFILL ABOVE GROUND w M COPPER PIPE WITH INSULATING DEVICES PER MACE 500286. OL d d PLASTIC AND NNIFIED CLAY PIPE a K 1. NO PRECAUTIONS ARE REWIRED FOR AND VIVIFIED CLAY ILL! H IG PLA PIPING PUCE UNDERGROUND FROM A CORROSION VIE%POINT. ON VIEWPOINT Z Z5 3 1. PROTECT ALL METALLIC RTTNGS AND VALVES WITH WAX TAPE PER AWWA C277 RIVERSIDE COUNTY FIF OR EPDXY W APPROVED BY., ALL P/PE r ¢ 1. ON ALL PIPES, APPURTENANCES, AND FTMNGS NOT PR07ECTED BY CATHODIC L=j d PROTECTION CUT BARE METAL SUCH AS NAVES BOLTS, FLANGE JOINTS N 2 JOINT HARNESSES, AND FLEXIBLE COUPLINGS WITH WAX TAPE PER AWWA C217 ¢ O AFTER ASSEMBLY. W.V CORROSION CONTROL MEASURES INCLUDED IN EM*V SPECIFICATIONS V) WHERE CORROSION CONTROL MEASURES ARE LISTED IN EWMD SPECIFICATIONS TEAT N w ARE INCONGRUENT WITH THOSE MEASURES LISTED ABOVE EMWD 5 CONSMUC77ON z < U AND SAFETY INSPECTOR SHALL FIELD APPROVE THE REQUIRED MEASURE,' IN MOST , O U SES THE MOST STRINGENT MEASURE SHALL BE APPLIED. o U w ¢ 0 oa s Of OL z Know what§bCIOIAI. EMWD RECYCLED WATER NOTES I. RECYCLED WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE Wan EMWD STANDARDS AND SPECIFIC4710NS. 2 ALL RECYCLED WATER FACILITIES INCLUDING PIPE SIZE, ALIGNMENT, SERVICE LATERAL, AND METER SIZE SHALL L AMTCH THE ACCEPTED RW'UE. 3 PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING RECYCLED 07ER SYSTEM AND VERIFY ITS EXISTING ELEVA77ON AND LOCATION. 4. ALL SERVICE CONNECTIONS SHALL BE 2 -INCH MINIMUM, UNLESS OTHERWISE NOTED, AND SHALL BE LOCATED AS SHOWN ON AHE PUNS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS 5 /RRIUTKIN SERVICES AND METER BOXES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DINS. P6-1, PB -104, PB -11 OR PB -12. 6. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH SID. DWG P9-18. 7. FIRE HYDRANTS ASSEMBLIES ARE NOT ALLOWED ON A RECYCLED WATER SYSTEM. B. AIR VALVES ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH SID. TWO. B-598. 9. RECYCLED WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTER GRADE) OF PIPE. 10. INSTALL LOCA70R WIRE OVER RECYCLED WRIER PIPELINE PER STD. DWO 6-656. 11. BLOWOFF ASSEMBLES SHALL BE INSTALLED IN ACCORDANCE WITH SN. DWG P9- I& 12. ALL STEEL CYLINDER PIPES SHALL BE BONDED AT RUBBER GASKET JOINTS /N ACCORDANCE WITH SM.. DWG. B-638. 13. ALL DESIGNATED PIPELINE WELDS SHALL BE FULL WELD DOUBLE PASSES AT EACH PIPE JOINT WITHIN DESIGNATED WELD LENGTH LIMITS. 14. SHOP DRAWINGS FOR CML&C SHALL BE SUBMITTED AND APPROVED BY EMWD PRIOR TO FABRICATION. 15. ALL CML&C 57£EL PIPE SHALL BE CLASS 150 EXCEPT WHERE NOTED OTHERWISE PIPE SHALL CONFORM TO AM SPECIFICATIONS. 16 ADD APPROPRIATE NOTES FOR CORROSION PROIEC7/ON PER CORROSION REPORT. 17. ALL PVC PIPE THROUGH 12' (INCH) SHALL BE TYPE C-900, DR 18 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM 70 AWWA SPECIFICATIONS. 18. FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECH WArAL JOINTS, OR PUSH ON JOINTS AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. 19. ALL DUCTILE OR GRAY IRON RITINGS SHALL BE POLYETHYLENE ENCASED AT THE DME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS AND IN ACCORDANCE WITH ANS%AWWA C105. 20. A JOINT RESTRAINT DEVICE SHALL BE USED ON ALL AWN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OR WATER APPURTENANCE LITERALS OFF AWN UNE, PER EMWD STANDARDS AND SPECIFICATIONS AND PER EMWD STD. DWG. B-663. 21, REMOVAL OF ACP PIPE AND APPURTENANCES SHALL BE DONE BY CONTRACTOR LICENSED TO HANDLE HAZARDOUS MATERIAL. DISPOSAL SHALL BE IN ACCORDANCE WITH STATE AND FEDERAL LAW. RECYCLED WATER CERTIFICATION I CERTIFY THAT THE DESIGN OF THE RECYCLED WATER SYSTEM IN TRACT 31142 IS IN ACCORUNCE WITH THE RECYCLED WATER SYSTEM EXPANSION PUNS OF E457ERN MUNICIPAL WATER DISTRICT, AND NAF THE RECYCLED WATER SERVICE STORAGE AND DISMIEDRION SYSTEM WILL BE ADEQUATE TO PROVIDE RECYCLED W47ER SERVICE TO SUCH DEVELOPMENT EASTERN )MUNICCIIPA/L WATER DISTRICT BY (6�1er( �Q- /.� DATE 340/12 CML EN67NEER OF SUBDIVISIONS MAIN PORTION OF PRAIRIE CROSSING DRIVE, WOLF GLEN COURT, PORTION OF IRON TRAIL ROAD, RAMBLING COURT, COPPER HILL COURT, AND BISBEE COURT TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE R/W NORTH OR EAST C/L SOUTH OR WEST R/W mES 7E) REC. R/W 28' 6' . 6' 1 2'. 9' 7' MIN PERMITS FROM OTHER AGENCIES: APPROVAL BY EMWD IMPLIES NO PERMISSION OTHER THEN THAT WITHIN THE DISTRICYS JURISDICTION ALL PERMITS REQUIRED BY LAW STALL BE ACQUIRED BY THE DEVELOPER OR HIS CONTRACTOR. REQUIREMENTS OF EMWD S84LL TAKE PRECEDENCE OVER REOUIREMENTS OF OTHER AGENCIES ONLY WHERE EMWD REQUIREMENTS ARE GREATER. COORDINATION OF WORK: THE PROPOSED WORK SHALL BE SUBORDINATED TO ANY OPERATIONS EMWD MAY CONDUCT, AND SHALL BE COORDINATED WITH SUCH OPERATIONS AS DIRECTED BY EMWD. APPROVAL OF GRADES.: APPROVAL BY EMWD OF A PROPOSED CONNEC7701V TO AN EMWD EACBl7Y DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE CLEVA77ONS SHOWN ON THE PLANS. STMIARDS OF CONSTRUC77ON: ALL WORK SHILL CONFORM TO RECOGNIZED STANDARDS OF CONSTRUCTION AS REQUIRED AND APPROVED BY EMWD. WATERLINE INSTALLATION TO BE MADE FOR EASTERN MUNICIPAL WATER DISTRICT. ALL MATERIALS TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. FAILURE TO MEET ANY OF THE REQUIREMENTS OF EMWD, AND INE AMA SPECIFKATIONS WILL BE CAUSE FOR REJECTION UTILITY TRENCH SURFACE REPAIRS SHALL BE PER COUNTY OF RIVERSIDE STANDARDS IrCIOMIM E A, ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THF RECORDS EXAMINED ARE INDICATED WITH NRR APPROXIAMIE LOCATION AND EXT IT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME UA&UIY AND TO HOLD THE UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UITUTES OR STRUCTURES NOT REPORTED N THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOC47ED AT VARIANCE WITH THAT REPORTED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES N PROTECT THE UIILNES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FWND AT THE SITF. IT SHML BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CALL UNDERGROUND SERVICE ALERT (USA) 1-800-227-2600 OR 811 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. 0 CONTRACTORS CONDACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPoNSIBIUrY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,' THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DARER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OF STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE APPROXIMATE AND SH4L BE CONFIRMED IN FIELD BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AN0/0R GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT SHOWN W THESE PLANS. (EITHER SIDE) ATERJ SEWER k J' 360,42,540 RCP MAIN MAIN STORM DR41N PORTION OF PRAIRIE CROSSING DRIVE, TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE NORTH OR EAST C/L SOUTH OR WEST RTW aIUNM UMN MAIN Po mr STORM DRAIN PORTION OF IRON TRAIL ROAD, TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE R/W NORTH OR EAST C/L SOUTH OR WEST SHEET INDEX SHEET NO. DESCRIPTION I TITLE SHEET 2 INDEX SHEET 3 PRAIRIE CROSSING DR. - PUN AND PROFILE 4 PRAIRIE CROSSING DR. - PUN AND PROFILE 5 PR41R/E CROSSING DR. AND ADAMS ST. - PLAN AND PROFILE 6 IRON TRAIL RD. - PUN AND PRORLE 7 IRON 7PAIL RD. AND RAMBLING CT. - PUN AND PRORLE 8 RAMBLING CT. - PUN AND PROFILE 9 COPPER HILL CT. AND BISB£E CT. - PUN AND PROFILE 10 REDBARK TRL. AND TANOAK CT. - PUN AND PROFILE 11 TWOAK CT AND WOLF GLEN CT. - PUN AND PROFILE 12 C47HODIC PR07ECRON DETAILS 13 CATHODIC PROTECTION DETAILS NOT/FICA AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SIMLL NOTIFY' 1. EASTERN MUNICIPAL WATER DISTRICT' FIELD ENGINEERING SERVICES - (951) 928-3777 EM. 4291 2 PERMIT AGENCY.: A COUNTY OF RIVERSIDE - (951) 955 -MM J. UNDERGROUND SERVICE ALERT (USA): 811 4. ALL OTHER AFFECTED AGENCIES THAT ARE NOT MEMBERS OF USA ALERT. BASIS OF BEARING THE BASIS OF BEAR/NGS IS THE CENIERUNE OF DOMEN/GONI PARKWAY (AT W FRONTAGE OF THIS TACT), BEING N65'00'24E AS SHOW /N N 31632 M8452/24-31 RECORDS OF &VER&DE COUNTY: BENCHMARK NAVOW BASED ON NGS CONTROL AND RCFC&WCD BENLYHMARKS NEWP02 (DX56.12) G". 149791 210626 ELEV. 1514.06 774352 ELEV. 1424.53 DESCRIBED BY MEMO WALTER DISH 50. C UFORNA 1992 WINCHESTER, FROM HIGHWAY 79 AND SIMPSON RUO, SOUTH ON HIGHWAY 79 1.5 MILES (2.4 KM) TO NEWPORT REND EAST W NEWPORT ROAD 0.5 MILES TUB KM) N SIN DIEGO CW4., IN 70P OF THE SOUTHEAST WINGWALL OF SOUTH OUTLET CANAL SIPHON STRUCTURE 25.5 FEET (78 M) FROM EAST END OF HEADWALL. TIME LIMITATION THE TME LIMIT W DRAMNG(S) APPROVAL SHALL BE SIX (6) MONTHS FROM WE DATE W THE CERTHGTLW IF CONSTRUCTION HAS NOT COMMENCED WAIN STATED TIME, EMMO REWIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER/OESIGN ENGINEER AND RESUBMITTED TO EMWD FOR POSSIBLE CHANCES IN SPEGRC417ONS AND STANDARDS. RTW MIN VJOINT UTILITIES TRENCH VIER MAIN (EITHER SIDE) REC, WATER MAIN I,_� 18' AND 36' RCP SEWER MAN STORM DRAIN PORTION OF PRAIRIE CROSSING DRIVE AND TANOAK COURT TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE RTW NORTH OR EAST C/L SOUTH OR WEST RTW 1 56' 1 I f0' N 18' 1 18' 1 10' I TES I I�nu JOINT UTILITIES )E) SIDEWALK iN 2 77 4' MIN TRENCH ^ (EITHER SIDE) WATER MAIN SEWER MAIN 24' RCP STORM DRAIN PORTION OF IRON TRAIL ROAD AND REDBARK TRAIL TYPICAL UNDERGROUND UTILITY LOCATION NOT TO SCALE LOT LINf� 5'_I LOT LINE y -MAX y 5' R/W1, 1MINT W W 5" MIN 10" MAX TYP. LOT SEWER LATERAL AND WATER SERVICE LOCATION I�--I U NOT To-ScPLE Q-*-® STREET CIL �- 6' 6' v FIRE HYDRANT MARKER NOT TO SCALE I�Eftff CAI EXISTPU22 EXIST 18 . PVCCL PER D-29629 __EXIST 180 PAC TER _GAS20 'ARPER D-29629 WA 29 TRACT EXIST. 8* PW WATER BOUNCWR WATER PER D-29620 will l Fl uggg .�uiiic�� �I _ .�i�T'i�i�i�l•Ti i _ ��IIS� __ '44�_ --_ _-- - % 7 - •,- �, :; �I�" • ,� �� I�ln- ..� '`-��-I _.���� m �II�III '.v3 �I� ra I L�•9./ u■,:� n.�,In- �- : I I I • • 0 Id .JI'% 1 fig,�ih�Il (d 6d" Il'llr 14`11" Fire •� r II .. �£i�) m m � I� � Ili m i NN ". �J I '..Ii�il I � m m \`1��V1Q ♦�� IZ� Iir� IZ'� Iir'� � � � ./ ��/'• � I :I I ..,. I � � I !Zi i , :I • SEWER AND WATER OUANTIDES ESTIMATE SEWER DESCRIPTION QUANTITY 80 SEWER PIPE PER EMAD STD. DWG. SB -158 7,225 LF ID- SEWER PIPE PER EMWD STD. DMC. 58-156 145 !F 480 SEWER MH PER EMWD 57D. DWG SB -53 26 EA 480 SIUEREISEN COATED SEWER MH PER EMWD SID. DWG. SB -53 28 EA TERMINUS MH PER EMWD SID DWG SB -58 9 EA 40 SEWER LATERAL PER EMWD SAD. DWG. SB -176 4,970 LF BACKWATER VALVE 52 EA ON-SITE CLEANOUT PER EMWD SID. DW SB -52 /49 LA 48- SEWER MH (MUER/SEN COATED) PER EMWD SD. DAG. SB -5J 5 EA 16/ STEEL C49NG YM- THICK MIN PER SB -49 USE APS MODEL SSI SKIDS 27 LF WATER DESCRIPTION QUANTITY 8- Pot C-900 DR -18 MWIER U/& PER EMMD SAD. DWG. 9-408 1,785 LF 8- PVC C-900 DR -14 WATER UNE PER EAMD 570. DIY.. B-408 5,690 LF 8- CML&C M THICK MIN WATER LINE PER EMWD SM BAD B-406 60 Lf 80 FXH CROSS 1 EA 80 FXH TEE 9 EA 80 FXH RSGV J2 EA 8--45 HXH ELBOW 4 EA 84X60 FXH REDUCER 4 EA 60 FXH ADAPTER 4 EA 60 FIRE HYDRANT AMEMBLY PER EMWD SID. DAG. 8-J62 24 FA 1. OTA MR VALVE & AIR RELEASE VANE B-598 9 EA IN METER PER EMWD SAD. DAG. B-591 168 EA 4'"A04W 4VCVTQF AOb AIff78TR 1mV9 9"5944 /67 EA BLUE RETROTIECOVE PAVEMENT MARKER 3/ EA RECYCLED WATER DESCRIPTION QUANTITY 8- PVC C-900 DR -18 W47ER UNE PER £MWD SAD. DWG. 8-406 2,795 IF 1. Ok AIR VALVE & AR RELEASE VAVE B-598 2 EA 6-B0. PB -18 1 EA 2- SERHCE CONNECTION W/O AVER PER PB -101 4 EA IN METER PER PB -12J FA 1.5- METER PER PS -11 1 EA TO CITY OF HEMET HIGHWAY 74 GRAND AVE 9TH AVE SIMPSON I Olt I RD PAVED AND COUNTY MAINTAINED WU OLNE rc AVE O AHN�o w `Li i� / a DOMENIGONI PKWY y w `R m rc PATRON AVE DOMENIGONI PKWY � SITE IF VICINITY MAP NOT TO SCALE THE THOMAS GUIDE MAP BOOK: PAGE 869, GRID E1 (YEAR 2004) TOWNSHIP: SECTION 33 OF T5S R2W TRACT 31141 LOTS SUMMARY RESIDENTIAL LOTS = /G8 OPEN SPACE LOTS = 3 TOTAL LOTS = /7/ AIRS 716 117 PR PIT 50 INS MH /1 ( 5 4 58 \ \ ` 168 \ - dlR _ 8" PVt SEW£ `, _ \ �\ IMPLEMENTING FACILITIES 143 `\\, , 51 44 1.) FPROJECT IS ADVANCED PRIOR TO CONSTRUCTION OF DEFINED IMPLEMEN77NG FACILITES, TRACT NO. J1142 SHALL CONSTRUCT ALL THE OUTSTANDING \® 167 FR F.H. WALTER PR 130 ® 9 \ S.3 IMPLEMEN77NG FACILITIES 2) THIS POS PROPOSES OF 152 EOU'3 TO BE RELEASED FOR TRACT NO. 31142, CONSTRUCTION; COMPLE77ON AND OPERAT/OAWL CONESTOGA REGIONAL ® 166 - flH - MH IT 0 /4d - Y = \ \ 2 WATER IMPROVEMENTS; RICE ROAD, OLIVE AVENUE, AND PATTERSON ROAD (CONESTOGA INFRASTRUCTURE WATER BENEFIT AREA -1719 PZ 84CKBONE SOUTH OF ® l65 \ 167 8- PVt WALTER 161 A4 ® MH yqp r R (n 56 \� 52 SALT CREEK-PH45E IA) PER D-52084 THRU D-520968 (W. 0. No. /3-583/C 0. No. 69266), FROM A MAXIMUM EDU LIMIT OF 1,425 EDU's. AV/ ® 145 ® T 2 'i T 13l Cn i 3) NO HOMES ALLOWED TO HAVE SERVICE, CANNOT BE RELEASED AND NO STRUCTURE /S ALLOWED TO BE CONSTRUCTED UNTIL ALL THE CONESTOC.A ®® .BW INFRASTRUCTURE WATER BENEFIT AREA -7719 PZ 94CKBONE FACILITIES FOR PHASES /A 18 A 2 ARE CONSTRUCTED, COMPLETED AND OPER477ONAL FOR LOTS 163 20 RW SERVICE 160 B SEWER 14/ PAD ELEVA77ON ABOVE 1510 (REFER TO EXHIBITS ON APPROVED POS) AND FOLLOWING ARE LOTS NUMBERS. I ® WITH I• METER SHEET 4 (m ® ® Z 132 55 53 LOTS PAD ELEVATION RD 110 C1 LOT NUMBERS - IJJ, 134, 135, 136, 137, 1J8, 139, 148, 149, 150, 151, 152, 153, 154, 15$ 756 & 157. 7RACT X39 1��g6 1 140 \ BOUNDARY 1 9 \ Cly PR c 133 ® 5I WATER IMPLEMENTING FAC/LWAES 1 R 1.) f8 -WATER LINE CONESTOGA REGIONAL WATER IMPROVEMENT PLAN, RICE ROAD, OLIVE AVENUE, AND PgTIERSON ROAD (CONESTMA AW"RAS/RUCTURE WATER BENEFIT AREA BW 1 r ASH /38 "PVC WATfR147 FH 8 R 1719 PZ BACKBONE SOUTH OF SNS CREEK -PHASE IA) PER D-52084 THRU D-520968 (M:O. No. 13-583IC0. No. 69266). 1.) 8•WATER UNE FROM TRACT NO. 31142 FAST BOUNDARY THROUGH LOOP STREETS IN TRACT NO. 31141 AND LOOP STREET TO ADAMS STREET CONNECT TO EXISTING 8' PK 139 \ 734 ® WATER UNE INTERSEC77ON DOMENIGONI PARKWAY FOR SECOND POINT OF CONNECT FOR THE WATER LINE SYSTEM FOR TRACT NO. 31142 AND TRACT /S BUILT Z 148 PR ® \ ® /F 60 /NDEPENDENRY AN E45EMEW IS REQUIRED W17HIN THE LOOP WATER LINE ALIGNMENT THROUGH THE STREETS OF TRACT N0. 3114 I. ® \ J) I8"WATER LINE CROSSING WITHIN THE SALT CREEK CHANNEL ALONG RICE ROAD, (CONESTOGA INFRASMUCTUR£ WATER BENEFIT AREA -1719 PZ DACKBON£ SWT/ ON SAS 157 ® 1 ➢ PR 138 CREEK -PORTON OF PHASE 2). ®\ ® / 4.) 24' WATER UNE FROM THE INTERSECTION OF DOMENIGONI PARKWAY SWM THROUGH TRACT N0. 31892 TO 5.9 MG TAW AND IF TRACT IS BUILT INDEPENDENTLY AN C1 ® \ 6/ EASEMENT 15 REWIRED WRN/N ME WATER LINE ALIGNMENT FOR THE 59 AIG TANK, (CONESTOGA INFRASTRUCTURE WATER BENEFIT AREA -1719 PZ BACKBONE SWM OF 64LT I 173 B" PVt WA 7E 156 C ® 137 CREEK-POR71ON OF PHASE 2) THROUGH ME STREET OF TRACT N0. 31892. 1 ® 1 A \F) 1 5.) 5.9 AIG WATER STORAGE TANK IN TRACT NO. 31892 AND ME PARCEL WNW ME TANK AND PIPELINE ALIGNMENT DEEDED TO EAM,, (CONESMG4 WFRASMUCTORf WATER (PR-) 8- PIA: BENEFIT AREA -1719 PZ BACKBONE SWM OF SALT CREEK -PORTON OF PHASE 2). I155 1 150 / _ TERMINUS 6.) W/NCHESIER (6,000 GPM) BOOSTER PUMP STA77ON WITHIN TRACT N0. 36467 AND 24.07ERLINE IN LEON ROAD FRQII IWERSEC77ON HOLLAND ROAD T) SWM BOUNDARY ® MH j4o 62 OF MAQF NO. 30976 INTERSECTION LEON ROAD, (CONESMG4 INFRASTRUCTURE WAIF BENEFIT AREA -1719 PZ BACKBONE SOUTH OF SALT CREEK -PORTION OF PHASE 2). \ F.H. AND 7.) 18'WA7ERLlNE /N LEON 8010 FROM SWM BOUNDARY OF TRACT N0. 30976 TO NORTH ALONG LOW ROAD TO INiER5EC77ON DOMfNIGONI PARKWAY CONNECT 7D EXISTING TTA 736 AVS TRACT 18'PVt WATERLINE /N DOMENKX)NI PARKWAY, (CONES GA INFRAS7RUCTUR£ WATER BENEFIT ARIA -1791 PZ SOUTH OF SALT CREEK -PHASE IB). 4 ® 135 BOUNDARY RECYCLED WATER IMPLEMENTING FACILITIES PR 1 O ® N 1.) 16 -RECYCLED WATER LINE IMPROVEMENT IN OWENIGONI PARKWAY FROM LEON ROAD TO RICE ROAD AND CONNECT 70 DOSING 18 -PIC RECYCLED WATER LINE HIS OF DOMENICONI PARKWAY E/0 LEON ROAD. a f AND 2' RI H W/ 2) 18 -RECYCLED WATER LINE IMPROVEMENT IN RICE ROAD FROM INTERSECTION DOMENIGONI PARKWAY NORTH ON RICE ROAD AND CONNECT TO EXISTING J6'CML&C y. AV&AR FUTURE I- lt7ER RECYCLED WATER UNE /N SIMPSON R04D. i 153 AV W WEBB I" 3.) 12- RECYCLED WATER UNE IMPROVEMENT IN RICE ROAD INTERSECTION DOMENM.ON/ PARKWAY SUM TO RICE ROAD /N TRACT N0. 31633 AND IF TPACT IS BU/LT ® INDEPENDENTLY AN EASEMENT IS REQUIRED WITHIN THE RECYCLED W47ER LINE ALIGNMENT ON RICE ROAD ALIGNMENT OF THE TRACT NO. 31633. TERMINUS 4.) 8m RECYCLED WRIER UNE /N PRAIRIE CROSSING W. FROM TRACT N0. 31142 EAST BOUNDARY THROUGH COOP STREETS EAST TO STREETS OF TRACT N0. 31141 AND I 1 MH (J7 / TRACT N0. 31633 70 INTERSECTION RICE ROAD CONNECT 12 "RECYCLED WATER CINE HONG RICE ROAD AND lF TRACT IS BUNT INDEPENDENTLY AN EASEMENT l5 0 I S REQUIRED W17HIN THE RECYCLED WATER LINE ALIGNMENT` THROUGH THE STREETS OF TRACT NO. 31141 AND TRACT N0. 31673. n = T 00 SEWER IMPLEMENTING FAC/ODES 50 1 0 1.) 10"DNMEIER SEWER IN BEELER ROAD FROM DOMENKbNI PARKWAY TO SAT CREEK CHANNEL AND CONNECT TO EX/SW 15•DAMETER PVC SEWER AT SAS CREEK CHANNEL. - INDEX MAP 2.) 15 -AND 8 -DIAMETER SEWERS IN ADAMS STREET FROM DOMENIGONI PARKWAY 1D SALT CREEK CHANNEL AND CONNECT TO EXlS71NC 15'O[IMEIER PVC SEWER AT SCALE: l'=100' SLLT CREEK CHANNEL. 3) B'DIAMETER SEWER FROM TRACT N0. 31142 FAST BOUNDARY LOOP SRESS THROUGH TRACT N0. 31141 LOOP STREET TO AOAMS STREET CONNECT TO EXISTING 8' SEWER LEGEND WATER LEGEND 1. SEWER LATERAL FOR LOTS 20-21 AND 60-62 OF TRACT DAMTER PVC SEWER INTERSECTION DOMENIGONI PARKWAY AND lF TRACT S BUILT INDEPENDENTLY AN EASEMENT REQUIRED WITHIN THE LOOP SEWER ALIGNMENT SEWER LINE �ml RESILIENT SEAT GATE VALVE FxF -� BLOW OFF 31141 TO BE INSTALLED PER THIS TRACT. SEWER CLEANOUT & THROUGH ME STREETS OF TRACT NO. 31141. �I ® PAVEMENT MARKER BACKWATER VALVE FOR LOTS 20-21 AND 60-62 TO BE '^ SEWER LINE EXISTING OR PROPOSED IxRESILIENT SEAT G47E VALVE FxH �I, 1 STANDARD F.H. INSTALLED WATER SEER FOR 60-62 OF TRACT 37141 AND L07SPRESSURE REGULATOR 31141PRESSURER£GULATOR�APPU°CATION: N BY OTHERS fall- �� 6 x ONE 2 1/2- x ONE 4' OUTLET END PLUG AND CAP 3 ALL SEWER L/NE WITH LATERALS ~� SERVICE CONNEC77ON WITHOUT 69-70 AND 127-728 OF THIS TRACT 70 BE INSTALLED PER THIS BACKWATER VALVE APPLICATION, METER - - - - - EXIS77NG WATERLINE HUB FITTING END (RESTRAINED) TRACT. WATER METER AND PRESSURE REGULATOR FOR LOTS BACKWATER VALVE REWIRED ON L07 NUMBERS: ~ 60-62 OF TRACT 31141 AND L07S 69-70 AND 127-128 OF N MANHOLE SERVICE CONNECTION W/ METER WATERLINE THIS TRACT TO BE INSTALLED PER TRACT 31141. 26-27, 33-34, 37-39, 46-51,53-54, 66-67, 75-76, 9q 92, 95-99, 101, 103, ® PRESSURE REGULATOR J 46 105-107, 175, 123, 124, 730-131, 1JJ-134, 138-1J9, 141-742, 145147-149, 155-157, 159 z /OTS WATER SERVICE TO BE CONSTRUCTED PER TRACT NO 31141 5 BACKWATER VALVE COMB/NA7K1N AV/AR VALVE � REDUCER a LOT NUMBERS 127 AND 126 PRESSURE ZONE"- 1719 ALL N m N K � j W C J. �« 10+00 DOM£NIGONI PARKWAY I � y NO04Y 2 �Rvl V �`�Yb Uh�W^CS ry may WWb �1aWW1u.J��V h �� O� blanc WR b00a°y' mN �VN v Qac hl b b. a RHS VI II � II W ob (k as W K 31� 3w3 m ,Rp Waw 4 N ZO �OsO V� '+2 �mgW �blDl a EXIST R/W 48. 76.1 76'1 1 22 Z U N II 0 t r a DOMENIGONI PARKWAY a ii] K x 0 O O0 Z V V _ D W U U wQ O d 1.. _ 40• 2 a 0 40 20 0 40 80 120 U W as K 97.57' RESTRAIN 110.00' RESIR W ALL JOINTS C900 14 $ WATER a � m �Cin�U ^OCT y,p VN +_ 11+00 12+00 IRON TRAIL ROAD SEE SHEET 6 L Y k g WATER DUALiTY AT Cl OF STREET1480 UNE 1/CURVE 1 \ o NU:'I \ 01V,1 "?y DOMESTIC WATER CL OF SIR SI) �` •"� `"o av "-22 +PER W 2O2 °D<tiK� ti� CiN w bti�Q3Q><g MCiW � y WIQO� 10+00 DOM£NIGONI PARKWAY I � y NO04Y 2 �Rvl V �`�Yb Uh�W^CS ry may WWb �1aWW1u.J��V h �� O� blanc WR b00a°y' mN �VN v Qac hl b b. a RHS VI II � II W ob (k as W K 31� 3w3 m ,Rp Waw 4 N ZO �OsO V� '+2 �mgW �blDl a EXIST R/W 48. 76.1 76'1 1 22 Z U N II 0 t r a DOMENIGONI PARKWAY a ii] K x 0 O O0 Z V V _ D W U U wQ O d 1.. _ 40• 2 a 0 40 20 0 40 80 120 U W as K 97.57' RESTRAIN 110.00' RESIR W ALL JOINTS C900 14 $ WATER a � m �Cin�U ^OCT y,p VN +_ 11+00 12+00 IRON TRAIL ROAD SEE SHEET 6 L Y k g WATER DUALiTY AT Cl OF STREET1480 UNE 1/CURVE 1 \ o NU:'I \ AT CL DOMESTIC WATER CL OF SIR SI) �` •"� `"o av OF STREET +PER TR. 30807 1-8" fLGD CROSS o o 4-8" FXH RSGV (N, CL OF STREET 1311 +y -59B) BOT. WTR = 1459.08 RVICE W/D DDMES77C WATER >s 263.55 R PS -104. • PVC 0900 DR -14 NO. CROSS/NG FV .5" METER+60.00 NO JaWTS; 10' 0.6 OF _ O X-ING. CUSS DR 14 PFE WITH ELEVA77ONS PRIOR TO THE FH (B-362 PROP. 72• RCP SO f4-2 9 RT OF ANY GONSTRUCTM JO X-ING B" SWR 24" SOAX-ING 8" SWR BOT. WTI = 1459.64 BOT. SO = 1456. IJ 110.00' RESTRAIN ALL JOINTS 110. WV, i / / I74.78 L.F. B" SENER 13+00 14+00 14+0013+00 14+00 14+00 15+00+00 e'LLV136 SO X-ING 8" II © BW y7 98 R Q 1454.9,721 BIM SO 67. I PP 69rPRAIRIE 3 BW 1 2.14 if 12+1123 SWR /RIE CROS ON .DEFAf011947•3' 10' $EWER 2INT'1J'16"6 19 P IRI CRO ING.00 1 /L D.D.9T.PROP• R/W IOi + 6.49li18 D X -INC B" SWR PROP. C&G7 PROP. W 146 80 BTM SO 1 91 TOP SWR 102 99 700 101 ao.a 72. 75. 78.6 BW C.L. INT. BW 16+79.34 PRA/RI RECYCLED WATER=10+47. s FU E 8' PVC C9 nP-IM ND. 4 12 ECL UEREISEN COATE PRAIRIE 'OS EWER P R/W 2" 30 .GOING 8' 6 ECC P C o 1 72..3.21 TOPSD- �n-- fCNllfR-/N4OJIYR2ER UNE 1/CURVE 1 \ J-8" FW RSGV (N, 5 W) \ 1460.06 BTM WTRD DOMESTIC WATER - SI) 145315 TOP SNR I `FUTURE R/W 12+28.11 PRA/RIE CROSSING = +89.00 / TRIIL RD. +PER TR. 30807 1-8" fLGD CROSS 6" TEMP B.O. (B-568) AOAP7fR E60 4-8" FXH RSGV (N, S, W, E) 1311 Li -59B) BOT. WTR = 1459.08 RVICE W/D DDMES77C WATER >s 263.55 R PS -104. • PVC 0900 DR -14 NO. CROSS/NG FV .5" METER+60.00 NO JaWTS; 10' 0.6 OF _ O X-ING. CUSS DR 14 PFE WITH ELEVA77ONS PRIOR TO THE FH (B-362 PROP. 72• RCP SO f4-2 9 RT OF ANY GONSTRUCTM JO X-ING B" SWR 24" SOAX-ING 8" SWR BOT. WTI = 1459.64 BOT. SO = 1456. IJ BOT. SO = 1455.89 TOP SWR = 1452.51 TOP SWR = 1451.92 W NO. CROSSING NO. I'^x I � NO. CROSSINGSTA : O W O O 2y W. SD X_ING 8 RWTR I� J6"SO2X-ING 8" RWTR I~ BOT. SO = 1455.93 I I I n� n2 g� BOT. RWTR = 1455.96 �J �J Y � ' �IGi 4 NO. CROSSING: PROFILE SCALE HORIZ. 1"-40' CROSSING • 8 SEWER VERT. 1"-40 18+00 19+00 /7 12 12+66 X 8 X-ING 8" RWTR 8"+28.27 WTR X-ING 8 RWTR 18" SD -MIG 8" RWOR BOT. RWTR = 1459.07 BOT. WOR = 1458.48 BOT. SO = 1460.77 TOP SWR = 1452.47 TOP RWTR = 145Z48 TOP RWTR = 1457.56 i RECYCLED WA ER / / OIDi YYl I74.78 L.F. B" SENER 13+00 14+00 14+0013+00 14+00 14+00 15+00+00 e'LLV136 SO X-ING 8" II © BW y7 98 R Q 1454.9,721 BIM SO 67. I PP 69rPRAIRIE 3 BW 1 2.14 if 12+1123 SWR /RIE CROS ON .DEFAf011947•3' 10' $EWER 2INT'1J'16"6 19 P IRI CRO ING.00 1 /L D.D.9T.PROP• R/W IOi + 6.49li18 D X -INC B" SWR PROP. C&G7 PROP. W 146 80 BTM SO 1 91 TOP SWR 102 99 700 101 ao.a 72. 75. 78.6 BW C.L. INT. BW 16+79.34 PRA/RI RECYCLED WATER=10+47. s FU E 8' PVC C9 nP-IM ND. 4 12 ECL UEREISEN COATE PRAIRIE 'OS EWER P R/W 2" 30 .GOING 8' 6 ECC P C o 1 72..3.21 TOPSD- �n-- fCNllfR-/N4OJIYR2ER UNE 1/CURVE 1 \ J-8" FW RSGV (N, 5 W) \ 1460.06 BTM WTRD DOMESTIC WATER - SI) 145315 TOP SNR I `FUTURE R/W 12+28.11 PRA/RIE CROSSING = +89.00 / TRIIL RD. +PER TR. 30807 1-8" fLGD CROSS 6" TEMP B.O. (B-568) AOAP7fR E60 4-8" FXH RSGV (N, S, W, E) 1311 Li -59B) BOT. WTR = 1459.08 RVICE W/D DDMES77C WATER >s 263.55 R PS -104. • PVC 0900 DR -14 NO. CROSS/NG FV .5" METER+60.00 NO JaWTS; 10' 0.6 OF _ O X-ING. CUSS DR 14 PFE WITH ELEVA77ONS PRIOR TO THE FH (B-362 PROP. 72• RCP SO f4-2 9 REMOVE E PST PLUG & CONNECT TO 12x8" FXF REDUCER B" FxH BEND go Know What'9b6IOW. C8ll811bwmeyw IK CONIAWED W17HIN THESE NS SHALL NOT COMMENCE UNRL ENCROACHMENT PERMIT AND/OR :RADPNG PERMIT HAS BEEN ISSUED PRAIRIE ENl%WER ssn MESE P s R q &E FOR ASSURING INE ACLiM.ICY AND FTA UN of INE DESIGN HEREON. N THE R w pSCRLPANCIES AYrs A'TER cwU 7-JYAL OR D W CONSWX"& . THE PRNAT NEER & BE R£SPoNS FOR OFIERWNIM ICCEPiA SOLUTION AND REYffWG ME PLW: AWAtlWL BY ME cwN 14+7478 h� i S=I + 1 T/WTR/SWR/SD 48' SD X-ING 8" WOR 147392 BTM WiR !B-362) DOMESTIC WATER 1472.33 TOP SD ' PVC C900 DR -14 /6+7y.5 PRAMBE CROSSIA 11 WCL =10+RE SIRE 8" SWR R X-ING 6" WTR 1474.06 BTM WTR PROP. 54" RCP S 1466.58 TOP SWR PRAIRIE CROSSING DRIVE ON • of ON) ©105,\ 04 652 82.8 18+ 3.51 PR C.L. M.H. 15 SAUE SEN COATED 8' SEW s. 6 E CL PROP. R/W PROP. 36" RCP SO RCP w i 17+00 FLG0 TEE UNE 1/CURVE 1 \ J-8" FW RSGV (N, 5 W) \ \\ \ DOMESTIC WATER - \ N69'5822E 30.66 5=0.0040 142.73 594.00 /3'4604" 6" TEMP B.O. (B-568) TEMP END PLUG 26.22 1465.89 INV B" HXH RSGV 1311 Li -59B) BOT. WTR = 1459.08 STREET 1411 90 CCB >s 263.55 FUTURE AW05.06E SEWER LINE AND CURVE TABLE UNE 1/CURVE 1 LENGTH RADIUS BFAR/NG/DELTA TANGENT CI 202.51 594.00 19'32'01" 102.25 C2 142.73 594.00 /3'4604" 71.71 C3 26.22 594.00 2'31'46" 1311 Li 141.21 BOT. WTR = 1459.08 NO2'54'OJE El L2 263.55 AW05.06E NO. NO. \ ADM CROSS/NG NOTE., I •++ DUE TO DIFFEII'ENT DATUMS, AENDS MUST BE LL - a RESTRAINED WITH EBAA 2000 R oI O SERIES OR APPROVED EOUAL 156.62 24A SO 8" WOR ARE APPROXIMATELY 25' 24A SO X-ING 8" WTR L5 OJc�I HIGHER THAN ELEVA77ONS �I 142.60 BOT. WTR = 1459.08 CALLED OUT ON AS -BUILT TOP SO = 145Z91 L7 TOP SO = 145Z91 PLANS. CON7RACTOR /S NO. CROSS/NG NO. NO JaWTS; 10' 0.6 OF _ O X-ING. CUSS DR 14 PFE WITH NO. \ 6c.,,I CROSS/NG NOTE., I •++ DUE TO DIFFEII'ENT DATUMS, CROSSMC: - a O ELEVA77ONS ON ME PUNS O _ 156.62 24A SO 8" WOR ARE APPROXIMATELY 25' 24A SO X-ING 8" WTR L5 36A SO X -M 8" WTR HIGHER THAN ELEVA77ONS BOT. WTR = 1458.43 142.60 BOT. WTR = 1459.08 CALLED OUT ON AS -BUILT TOP SO = 145Z91 L7 TOP SO = 145Z91 PLANS. CON7RACTOR /S NO. CROSS/NG NO. CROSS/NG RESPONSIBLE FOR VERIFYING _ O I 0 ELEVA77ONS PRIOR TO THE O f4-2 9 RT OF ANY GONSTRUCTM JO X-ING B" SWR 24" SOAX-ING 8" SWR BOT. WTI = 1459.64 BOT. SO = 1456. IJ BOT. SO = 1455.89 TOP SWR = 1452.51 TOP SWR = 1451.92 W NO. CROSSING NO. I'^x I � NO. CROSSINGSTA : O W O O 2y W. SD X_ING 8 RWTR I� J6"SO2X-ING 8" RWTR I~ BOT. SO = 1455.93 I I I n� n2 g� BOT. RWTR = 1455.96 �J �J Y TOP RW7R = 145395 �IGi TOP SO = 1458.63 NO. CROSSING: PROFILE SCALE HORIZ. 1"-40' CROSSING • 8 SEWER VERT. 1"-40 18+00 19+00 NO. CROSS/NG NO. CROSS/NG NO. CROSSMC: O 11+03.55 O + STA O C7 156.62 24A SO 8" WOR 14'41'IJ" 24A SO X-ING 8" WTR L5 36A SO X -M 8" WTR BOT WTR = 1458.41 BOT. WTR = 1458.43 142.60 BOT. WTR = 1459.08 NOO'05'47E TOP SO = 145Z91 L7 TOP SO = 145Z91 TOP SO = 1458.58 NO. CROSS/NG NO. CROSS/NG NO. CROSSING O 0 SO O 8" SWR X-ING 8" WTR JO X-ING B" SWR 24" SOAX-ING 8" SWR BOT. WTI = 1459.64 BOT. SO = 1456. IJ BOT. SO = 1455.89 TOP SWR = 1452.51 TOP SWR = 1451.92 TOP SWR = 1452.01 NO. CROSSING NO. CROSSING • NO. CROSSINGSTA : O O O W. SD X_ING 8 RWTR 240 SO X-ING 8" RWTR J6"SO2X-ING 8" RWTR BOT. SO = 1456.21 BOT. SO = 1455.93 BOT. RWTR = 1455.96 TOP RWTR = 1454.04 TOP RW7R = 145395 TOP SO = 1458.63 NO. CROSSING: NO. CROSSING • NO. CROSSING 10 +SWR /7 12 12+66 X 8 X-ING 8" RWTR 8"+28.27 WTR X-ING 8 RWTR 18" SD -MIG 8" RWOR BOT. RWTR = 1459.07 BOT. WOR = 1458.48 BOT. SO = 1460.77 TOP SWR = 1452.47 TOP RWTR = 145Z48 TOP RWTR = 1457.56 POTABLE WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C6 225.48 611.00 21008'38" 114.04 C7 156.62 611.00 14'41'IJ" 78.74 L5 2J. 50 N45.00'OOV L6 142.60 NOO'05'47E L7 246.67 NOO'05'06E _ REVISIONS _ _ A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER , DESCRIPTION 7APPVDDATA ® RIVE CA McCRSTREET EASTERN MUI RIVERSIDE CA. 92506 PH. (951) 686-1070 M4."ow 4 A S SOC I A T E 5 FAX (951) 788-1256 8 a`a �<+ t d CML E UNDER THE SUPERVISION OF.. 9 xo nln� S (� / Z4-/8 '".. a r APPROVALS DADAU v vnWAI CV1 Orr A1001 NTL STREET C/L LINE AND CURVE TABLE LINE 11CURVE / LENGTH RADIUS BEAR/NC/DELTA TANGENT C4 210.62 600.00 20'06.46" 106.41 C5 101.07 600.00 9439'06• 50.66 L3 21719 NOO'05'46E L4 257.59 N0000606E RECYCLED WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C7 36Z72 588.00 55'49.53" 190.10 L8 10.00 SOO'58'35'W D- L9 102.18 N0202822T L10 258.57 N00'05106 E WATER ARRRM BY: WATER DISTRICT der/i, DA E COUNTY OF RIVERSIDE "SCHEDULE A" I.W. S.A TRACT 31142, IP #160032 SEWER, WATER AND RECYCLED WATER PRAIRIE CROSSING DRIVE - STA. 10+00.00 TO 18+50.00 C.0 COI INIMAL I DATE ENc SH D- vem- IcMroT-fI l r4 RADIUS OUNO AT 74.71' RESTRAIN i7REET 110.00' RESTRAIN ALL AINIS RW ALL JOINTS RW CL OF STREET + a b W h h y o*i � •? � C7 N oil �W 1 o CL STREETT / WATER * S ngv--- 50 II „Y'� •- 0.07 141031 0 . SD 1 1 1951 �/ \ 5 o T . 36 SD TOP. 18 PROP. CL OF STREET ��. 5=0.0041 Iso pvc Cm2L-la ECYCLED WATER 1 _ a y / �36' ROP SD ZG. 80 PVC RECYCLED N417ER b 11416 6' I oo a PROFILE SD ti ^U F HORIZ 1'=40' t}t96.86 LF. 8' SEWER 12692 LF. 8' SEWER L==L 12263 LF. 8" SEWER ^ 61.77 LF. 8' 1 173.60 L.F. 8' SEWER 1 102.53 L.F. 8' SE*FR 'v 71.18 LF. 8' S 79.87 L.F. 8' SEWER VE 18+00 x5° 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 .k. 18 ival 01C�vd51F fuc SSad ` (w?)a' S e07 6 NCL PROP. C&G PR 108 PROP. SW 1 + 4 94.9 PROP. R/W L. M. . M1 � � 109 PROP. 36" RCP SO 1 PROP. R/W IZR 96. 1 19+79.01 AAIIV - RECYCLED WAIEIY SEWER LINE AND CURVE TABLE LINE 1/CURVE If LENGTH RADIUS BEARING/DELTA TANGENT Cl 96.86 594.00 970'34 48.54 CZ 126.91 594.00 1201431' 63.70 C3 12263 594.00 11'4944• 61.54 C4 17360 594.00 16'44'41' 87.42 LJ 18 994.00 4-0672" J561 4C679.87 202.53 994.00 4'36'14' 39.96 IOP SO = 1490.93 UNDER THE SUPERNSION OF TOP RRI = 149263 NO. CROSS/NG 53 CROSSING 5894450E 18+25.69 STREET C/L LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BF.IR/NG/DELTA TANGENT C7 36587 600.00 34.507' 188.82 C8 198.96 600.00 16'59'56' 100.40 C9 172.97 1000.00 905*'J7" 86.70 CIO 86.06 1000.00 43551' 43.06 LJ 22.94 S70044"557' TII q]Ip IS afsroNsOE raR ASSIMNfG >HE rccuwAcr 440 ACIXPTA9ttRY OF THE DESGN HEREON. IN THE EYENf Cf g5C2EPANCIES ARISING /FlF/1 CWNTY OFD1�"NT 'R0NHIZ7 L4 202.53 BOT. WTR = 149354 S8904450E BOT. WTR = 149363 POTABLE WATER LINE AND CURVE TABLE UNE 1/CURVE 1 LENGTH RADIUS BFMBNG/DELTA TANGENT Cil 373.36 611.00 J5'00'40' 192.71 Cit 202.51 611.00 1805925" 10219 Cl3 164.46 1011.00 9019'14" 82.41 C14 97.41 1011.00 5131'14' 48.74 L5 22.94 S70'4525E TII q]Ip IS afsroNsOE raR ASSIMNfG >HE rccuwAcr 440 ACIXPTA9ttRY OF THE DESGN HEREON. IN THE EYENf Cf g5C2EPANCIES ARISING /FlF/1 CWNTY OFD1�"NT 'R0NHIZ7 L6 202.53 BOT. WTR = 149354 589'44'50E BOT. WTR = 149363 FUTURE 1* ACTER 169 6 FH -362moi121 00.6 POP` rr 112•�` . .. MIS r• �� /r r P .r r. ..r.. `.fit®���_ IIS � E 0'57-a'1�.•'��� _ Qr`�,���A�����Il�sa-������1�_[_e.:a_ae��s__sG_E��cSzr>I���-�...:�V.Cc�yy��� • will 1i® wV �������iEno �' W�IIIIIIIIIII�QNi��"�'.� ,' •''1`I�N� •-r• LL ," ••rr r• � �� r• 111, ..r. 1 r 11� •r r ,T��1 r iAl\'• RECYCLED WATER LINE AND CURVE TABLE UNE 1/CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C15 359.21 588.00 35000'080 185.41 C16 194.98 588.00 18'59'56" 98. J9 Cil 255.92 988.00 1450'28" 128.68 L7 22.94 CROSSING N704445511W 28+31.71 L8 202.53 N8944450"W TII q]Ip IS afsroNsOE raR ASSIMNfG >HE rccuwAcr 440 ACIXPTA9ttRY OF THE DESGN HEREON. IN THE EYENf Cf g5C2EPANCIES ARISING /FlF/1 CWNTY OFD1�"NT 'R0NHIZ7 NO. CROSSING: N0. CROSSING O STA 26+93.87 O STA 28+20.49 18' SO X-ING 8' WTR 8" SWR X -TNG 8' WTR . Kow wmn beow D311811hetalyoudi¢ATUI� BOT. WTR = 1495.02 REVISIONS BOT. WI = 1493.74 SEAL - ENGINEER pRrc•asi „ " •'RO •�.� n� s k xo. 4,a] TOP SO m 1493.75 COUNTY OF RIVERSIDE "SCHEDULE A" TOP SWR = 149259 NO. CROSSING • N0. CROSSING OSTA 28+31.71 ® STA 28+26.43 56' SO X-ING 8" WI TII q]Ip IS afsroNsOE raR ASSIMNfG >HE rccuwAcr 440 ACIXPTA9ttRY OF THE DESGN HEREON. IN THE EYENf Cf g5C2EPANCIES ARISING /FlF/1 CWNTY OFD1�"NT 'R0NHIZ7 8' RWR X -M 8' WTR BOT. WTR = 149354 BOT. WTR = 149363 IOP SO = 1490.93 UNDER THE SUPERNSION OF TOP RRI = 149263 NO. CROSS/NG N0. CROSSING OSTA 18+25.69 © STA 20+08.23 8' RW/R X-lNC 8" SWR D - 4' SWR UT X -MIG 8' WTR BOT. RWTR � 149331 BOT. WTR = 1486.77 TOP SWR = 14923/ TOP UT = 1486.21 No. caosS/NG No. caossMlG OSTA T I+02. i7 © STA 21+21.81 4' SWR UT X-lNC 8' W/R 4' SWR UT X-MJC 8' W/R BOT. = 1489.27 BOT. WTR = 1489.41 AYR TOP U7 = 1488.77 TOP UT = 1488.91 N0, CROSSING: NO. CROSSING OSTA 22+16.64 10 STA 22+36.23 4' SWR UT X -TNG 8" WTR 4" SWR UT X-ING 8" WTR BOT. WI = 1490.11 BOT. WI = 1490.26 70° UT = 1489.61 TOP UT = 1490.76 NO. CROSSING NO. CROSSING: 11 STA 23+31.11 12 STA 23+50.75 4' SNR UT X-ING 8' WTR 4" SWR UT X-ING 8" WTR BOT. WTR = 1490.96 BOT. WTR = 1491.10 TOP UT = 1490.46 170P UT = 1490.60 y O D O V O O Mj 4 F O U ¢ Of O D_ ao DZ SEE SHEET 11 . Kow wmn beow D311811hetalyoudi¢ATUI� MORK CONTAINED WITHIN THESE PUNS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERM AND/OR A GRADING PERMIT HAS BEEN ISSUED REVISIONS A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 > A S S O C T A T E S FAX 951 788-1256 SEAL - ENGINEER pRrc•asi „ " •'RO •�.� n� s k xo. 4,a] SEWER / WATER / RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT /� 4d /'^�� �'' S/Y�70 COUNTY OF RIVERSIDE "SCHEDULE A" I.D. NO. MIT DESCRIPIION I APP'VD I DATE s.n TRACT 31 142 I P # 160032 ' SEWER, WATER AND RECYCLED WATER CROSSING DRIVE -STA. 18+50.00 TO 29+00.00 S. E CO TII q]Ip IS afsroNsOE raR ASSIMNfG >HE rccuwAcr 440 ACIXPTA9ttRY OF THE DESGN HEREON. IN THE EYENf Cf g5C2EPANCIES ARISING /FlF/1 CWNTY OFD1�"NT 'R0NHIZ7 ENCIMLK bl) R DAZE UNDER THE SUPERNSION OF INNyy PROJECT ENC APPROVALS v SH D - SARAH K. KOWALSKI RCE 81093 DATE 1475 � 0 N a o `a 1 M o Z N y A BEARING/DELTA z C7 173.06 D 9'M',Vm 86.75 C2 133.50 994.00 O F C3 142.17 ¢ "m 77.25 L3 216.97 N06'24'131Y /-Z6l6 ¢ U w M� ¢ a ¢ K W Z ✓, W U Z r ¢ � J a N 0 W O > U O p ~w > Z Q U O no oa 0 ao w as d' ALL O ~N } Q U 7RA/N SRWprL ig AT CL -`-� *oil 02 rngip� �N^`S OF i 1I ��o n myp4 ¢� rVl AT aoj hmh,^ N ZU Ir 9?74 N �4 G. hW 77_ 2 W f ? N 8714 4 �? 42 29+00 LF 8' 30+00 -- I N � - n y OWME1 _ - JLS= 0.0456) 4 m p: a h �g 142.17 L.F. 8m SEVER¢W C 31+00 32+00 33+00 34+00 ` ��'� ■ cif .��.7�11� �L. __ •. �lT�:.l�_���_/�f.��>�+/=-tee". dREL%innnNII�IIIIIIIIIILII�n�\�\�il�� ��ATM ,IRA ��>♦ �• MEN IN WS Ar . • � � lid ��� A A / Ap / I , ' . SEWER LINE AND CURVE TABLE UNE 1/CURVE J LENGTH A LF 8' 30+00 -- I N � - n y OWME1 _ - JLS= 0.0456) 4 m p: a h �g 142.17 L.F. 8m SEVER¢W C 31+00 32+00 33+00 34+00 ` ��'� ■ cif .��.7�11� �L. __ •. �lT�:.l�_���_/�f.��>�+/=-tee". dREL%innnNII�IIIIIIIIIILII�n�\�\�il�� ��ATM ,IRA ��>♦ �• MEN IN WS Ar . • � � lid ��� A A / Ap / I , ' . SEWER LINE AND CURVE TABLE UNE 1/CURVE J LENGTH RADN/S BEARING/DELTA TANGENT C7 173.06 994.00 9'M',Vm 86.75 C2 133.50 994.00 741'42' 66.85 C3 142.17 856.00 9'3058" 77.25 A01E WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNRL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED ME PRNAIE ENfJAEER AONAIG M 73µ5 C RESPoNSIBlE FAP AssURNG THE ACCUPKY µ AXEPuMLIT' W MC o VN HEREON. N ME EYENr OF OUCREPAwIZ3 AmS � C a wvk O.P q LONs1RllC m ME PmY bE�01N. ENCNEER sNw. er RESP 9iXE Tax On EA• AN ACCEPFA SIXUIION ANO R£NSNC ME P �I fAP NYYkMv RY M£ CpNIY STREET C/L LINE AND CURVE TABLE LINE J/CURVE J LENGTH RADIUS BEARING/DELTA TANGENT C4 168.07 1000.00 9.37'47' 84.23 C5 140.34 1000.00 8402'27' 70.28 C6 141.17 850.00 9'30'58• 70.75 L3 216.97 N06'24'131Y /-Z6l6 wom"Offilml UNE J/CURI'E J AA A- 14 a W N07E i m ***DUE TO DIFFERENT DATUMS ELEVATIONS ON THESE PLANS ARE +1 W a k APPROXIMATELY 25' HIGHER THAN ELEVATIONS CALLED OUT ON ti AS -BUILT PLANS. CONTRACTOR /S RESPONSIBLE FOR VERIFYING • �° 3 i m ELEVATIONS PRIOR TO THE START OF uw _ n _ m •, c k x 2 $_ AN w$ Y CONSTRUCTION Fn'.a =•.'� =N..Io' � W'i �'b tnOb bmf J �m I S= 0. \� EZIST. GROI S= 1.0000 1 CL OF STREET 146. I I I� II Li :R TRACT NO. 31 41 \ `_ S= -O. ) \ 1_ D-- _- 5=_0.0040 - PROP. 135.43 10+00 11+00 IRON TRAIL ROAD SEE SHEET 7 LI 1 TRACT - 171 BOUNDARY WATER QUALITY BASIN DOMEST7C w TER lh 8" PVC C900R-18 18 W C 1-8' FLG'D TEE 1 +4 H i 8" FxHRESIRAMT ADAPTER 6PROP.., 7 POTABLE WATER LINE AND CURVE TABLE UNE J/CURI'E J LENGTH RADIUS BEAR/NG/DELTA TANGENT C7 158.92 1011.00 9'00'23• 79.62 C8 136.06 1011.00 742138• 68.13 L1 159.93 N0674'13V L2 14.36 S5174'13IE /-Z6l6 W T06 DOMENIGON/ PARKWAY HORIZ, 1"-40 1 IX/ST. 18IIPVC WATER PER D-29629" I 41 K4 12 ADAA(� qT EXIST. (4)j8• GAS 42.05 A -29 EX/ST. 18• Pl•1; RECYYY���'LLLEEEDDD K EXIST. D PLUG & MIALL WATER PER D-5249!1 i x8' fXF R UCER • �ixH 45' BEND 1 +� 11+69.11 ADAMS I (PROP.) =9+52.05 ADAMS ( IST) =248+30.00 DOMEKOHL PKWY _ T8x18x12• FXF 7 f 12'nsrV(S) 45 ND 18' FXH R�19`_ tN t:�EX/5T. d"PVC (CL 2m) REC. WATER 7. I12+� DA�9ST PROP.) _ =10+00.00 ADAMS ST (£X T.) �"-- =248+5748 DOMENIGONI IKWY 117 63 I C.L. NI.. EXIST. d' SEVER TER OUAL�TY B SIN 76' PER D-29629 'ER TRAC 311 1 I I ISI _ - DOAIEN/GON/ PARKWAY ADAMS STREET RECYCLED WATER CURVE TABLE CURVE J LENGTH RADIUS DEUA TANGENT C9 304.71 988.00 1740'14" 15357 C10 143.18 862.00 1 9'31'00' 77.75 A L a E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED BY: 3788 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT . RIVERSIDE CA. 92506 paYwrg4 PH. (951) 686-1070 NK. xow A S 3 0 C I A T E $ FAX (951) 788-1256 YY § .�+. % CPAL ENGINEER OE ya-M DALE UNDER THE SUPERVISION OF.. INIRLL "R. wiaa PRDIECT ENG /-Z6l6 ',ram 4r"' APPROVALS SARAH K. KOWALSKI RCE /81093 DATE Na CROSSING. O STA 11+10.43 24' SO X-ING 80 WTR BOT- WTR = 1468.90 TOP SO = 1465.34 = 40' 40 20 0 40x 120 COUNTY OF RIVERSIDE I.D "SCHEDULE A" Kk 42/31/98 TRACT 31142, IP #160032 C.O. 14-255 _ COORD. 24A-11&19 SEWER, WATER AND RECYCLED WATER PRAIRIE CROSSING DRIVE -STA. 29+00.00 TO 34+00.00 SHT. 5 OF. 13 ADAMS STREET - STA. 9+89.04 TO 11+59.12 (6- D- 44L9,- SEWER LINE TABLE LINE / LENGTH DIRECTION L1 39.69 N89' 51' 08iW L2 275.01 N89' 31' 08NW L3 2BZ90 N89' 31' 089Y L4 181.14 N89' 31' 06NW STREET C/L LINE TABLE LINE f LENGTH DIRECTION L5 275.01 N894 J1' 051101 L6 287.86 N89' 31' 10"W L7 /87.14 N89' 31' 06"W POTABLE WATER LINE TABLE LINE AT LENGTH DIRECTION L8 28.89 N89' 31' 08T' L9 275.01 N89' 31' 061Y L10 28278 S89' 31' 080E LIT 198.14 5894 3t' 082' NO. CROSSING NO. CROSSING: OSTA. 10+11.08 O STA. 11+69.65 A. ENGINEERING CONSULTANTS 3768 McCRAY STREETEASTERN RIVERSIDE CA. 92506 () 686-1070 768-1256 FAX 951 8 ) 8" RW7R X-ING 8" W7R - ENGINEER 3.`"+KR"�+�]- q #N ND. moms 18" SO X -ANG 8" W7R �9 BOT. WTR = 1460.04 BOT. WTR = 1460.73 TOP RWTR 1454.53 TOP SO = 1458.58 NO. CROSSING NO. CROSSING OSrA. 12+24.97 O STA. 13+2715 18" SO X-ING 8" WTR 24" SO X-ING 8" W7R BOT. SO = 1461.24 BOT. WTR = 1462.61 TOP WTR = 1460.24 TOP SO = 1462.10 NO. CROSSING NO. CROSSING.- ROSSINGSTA. STA.13+56.98 © SIA 13+2Z 15 18' SO X-ING 8" W71? 8" RW7R X-ING 8' SWR BOT. SO = 1462.24 BOT RTWR = 1453.23 TOP W7R = 1461.24 TOP SWR = 1452.47 i O b h =$ mm Ica +„ m :_± m m T CL OFASIREET /Y0 SPECS 5_O.0040 146D'53 50 MWD SPEC. EMWD SPECS. 1460.61 1 7 s s= 1.a 0' do s=0.0040 >n - -- 45&58 Bor. 11 roP. ib SO _ 9 APS MODE( SIODS 1YE�S 275.01 L.F. B' SEIRrR 10+00 11+00 12+00 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT H45 BEEN ISSUED RESPRM1M]F ENCWEER SG T MESf NW IS AXEPTAI&E FOF ME I ACCURACY ANO EWNT AF &3 OF RIE O(9GN HEREON IN N EYENr OF MSCREPMCIES A%SMC AFTER COUNTY APPROVAL 0.P 5E#4INO COKSiRUCiNbI, ]H£ PRIVATE ErvcwNx sNui eE REsaw.vec rrn OErERuwmx AN AGCEPTA(XE SIXMON A.1q! RENSMG INE PUNT. FOR AOHiOWL BY DlE COUIl1: TRAIL = I COPPER HILL COURT SEE SHEET 9 m A L B E R T A 4 5 0 C I ATE A. ENGINEERING CONSULTANTS 3768 McCRAY STREETEASTERN RIVERSIDE CA. 92506 () 686-1070 768-1256 FAX 951 8 ) SEAL - ENGINEER 3.`"+KR"�+�]- q #N ND. moms SEWER / WATER / RECYCLED WATER OPROYED BY: MUNICIPAL WATER DISTRICT �9 CML ENGINEER OF SUBDMs oAf UNDER THE SUPERVISION OF: INRNL 0.A PROJECT ENG / O' Y / ■BI'!1n1� //., .WEE iiMM i ■�i i 10+09.95 0 8w 7C: 1460.09 HIM WTR 8 SWR X -ANG 8' WTR 1459.59 TOP / 1460.06 BT74 1453.15 TOP SWR PRAIRIE CROSSING DRIVE SEE SHEET J WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT H45 BEEN ISSUED RESPRM1M]F ENCWEER SG T MESf NW IS AXEPTAI&E FOF ME I ACCURACY ANO EWNT AF &3 OF RIE O(9GN HEREON IN N EYENr OF MSCREPMCIES A%SMC AFTER COUNTY APPROVAL 0.P 5E#4INO COKSiRUCiNbI, ]H£ PRIVATE ErvcwNx sNui eE REsaw.vec rrn OErERuwmx AN AGCEPTA(XE SIXMON A.1q! RENSMG INE PUNT. FOR AOHiOWL BY DlE COUIl1: -11 3 13+00 14+00 15+00 _ u1. +PROP. GRAL CL OF STE i 181.14 LF. 8" SEWER 16+00 17+00 • 20' NO JOINTS, 10' 0.0 OF X-ING. CLASS OR 14 PIPE WITH CONTROL DENSITY RU (CDF) PER EMWD SPECIWATIONS J ly W J �h I - - 770 1+ .77 WATER QUALITY 18 s0 x-ING 8' SWR SEWER BASIN 1461.18 BTM SO 1456.13 TOP SWR 7 2 3 4 5 6 NCL 12+75.01 IRON TRAIL RD 71.6 72.1 72.8 73.4 74.0 R =10+00.00 RAMBLING CT /1+7. C.L. INT. PR PR 18 50 X-ING 8" SWR 7458.88 BTM SD 12+80.97 IRON TRAIL R 18 SO X-ING 8" SWR BW r Ti55.72 TOP Sµ1 =9+94.04 RAMBLING CT C.L. M.H. NO. 161- - 1459.97 BTM SO • SEWER PROP. C&G 1457.70 TOP SWR 6 NCL ROP. S/W iQ" SO x-lNG B" SWR R/W 15+M.87 =12+/ 1 B NL p o 77.50 C HILL 146219 BTM SD =1 + HILL I O I .39 TOP SWR C.L. INT. C L M.H. N0. 17 0 l + 1 {I n m m ,o LJ _.. _ __L4 - - m ao �o -I W 4 5 L6 1.10 = - - - - - W ., a C7 1.71 m MI 3 PROP. R/W 96 \ B A AV/AR (B-398) C&C 15+j1�7 /MN TRA/ R \ B 6 FH (B 36T) �I I = 12+12.97 © 1 1. 8 P S/W=73343TZ77AF HILL 1 I f PROP. RINK 37 I ti 7 AV/AR (B-598) 70'0 B SWR X-ING 8 WTR PRO . R/W 1-8' FLGD TEE 12+64.09 IRON TRAIL RD 1462.11 BTM WTR1 1 + . 7 72.9 =10+10.92 PRAIRIE CROS IN D 1457.46 TOP SWR 3-8" FXH RSGV ($ W, E) 8 SWR X-lNG 8 WTR 36 I 1-8" FLGND TEE 1 49 DOMES77C WATER =' 1464.92 BTM WTR 3-8" FXH RSGV IS WN E) PR9 8 C900 DR- 1 48 PR 146225 TOP Sowf� BW © I DOMES77C WATER �l DOMES77C Wd7ER ro PVCC900 DR -1 11 S CL 11 S CL N I RAMBLING COURT SEE SHEET 7 IRON TRAIL = I COPPER HILL COURT SEE SHEET 9 m A L B E R T A 4 5 0 C I ATE A. ENGINEERING CONSULTANTS 3768 McCRAY STREETEASTERN RIVERSIDE CA. 92506 () 686-1070 768-1256 FAX 951 8 ) SEAL - ENGINEER 3.`"+KR"�+�]- q #N ND. moms SEWER / WATER / RECYCLED WATER OPROYED BY: MUNICIPAL WATER DISTRICT �9 -11 3 13+00 14+00 15+00 _ u1. +PROP. GRAL CL OF STE i 181.14 LF. 8" SEWER 16+00 17+00 • 20' NO JOINTS, 10' 0.0 OF X-ING. CLASS OR 14 PIPE WITH CONTROL DENSITY RU (CDF) PER EMWD SPECIWATIONS J ly W J �h I - - 770 1+ .77 WATER QUALITY 18 s0 x-ING 8' SWR SEWER BASIN 1461.18 BTM SO 1456.13 TOP SWR 7 2 3 4 5 6 NCL 12+75.01 IRON TRAIL RD 71.6 72.1 72.8 73.4 74.0 R =10+00.00 RAMBLING CT /1+7. C.L. INT. PR PR 18 50 X-ING 8" SWR 7458.88 BTM SD 12+80.97 IRON TRAIL R 18 SO X-ING 8" SWR BW r Ti55.72 TOP Sµ1 =9+94.04 RAMBLING CT C.L. M.H. NO. 161- - 1459.97 BTM SO • SEWER PROP. C&G 1457.70 TOP SWR 6 NCL ROP. S/W iQ" SO x-lNG B" SWR R/W 15+M.87 =12+/ 1 B NL p o 77.50 C HILL 146219 BTM SD =1 + HILL I O I .39 TOP SWR C.L. INT. C L M.H. N0. 17 0 l + 1 {I n m m ,o LJ _.. _ __L4 - - m ao �o -I W 4 5 L6 1.10 = - - - - - W ., a C7 1.71 m MI 3 PROP. R/W 96 \ B A AV/AR (B-398) C&C 15+j1�7 /MN TRA/ R \ B 6 FH (B 36T) �I I = 12+12.97 © 1 1. 8 P S/W=73343TZ77AF HILL 1 I f PROP. RINK 37 I ti 7 AV/AR (B-598) 70'0 B SWR X-ING 8 WTR PRO . R/W 1-8' FLGD TEE 12+64.09 IRON TRAIL RD 1462.11 BTM WTR1 1 + . 7 72.9 =10+10.92 PRAIRIE CROS IN D 1457.46 TOP SWR 3-8" FXH RSGV ($ W, E) 8 SWR X-lNG 8 WTR 36 I 1-8" FLGND TEE 1 49 DOMES77C WATER =' 1464.92 BTM WTR 3-8" FXH RSGV IS WN E) PR9 8 C900 DR- 1 48 PR 146225 TOP Sowf� BW © I DOMES77C WATER �l DOMES77C Wd7ER ro PVCC900 DR -1 11 S CL 11 S CL N I RAMBLING COURT SEE SHEET 7 IRON TRAIL ROAD I COPPER HILL COURT SEE SHEET 9 A L B E R T A 4 5 0 C I ATE A. ENGINEERING CONSULTANTS 3768 McCRAY STREETEASTERN RIVERSIDE CA. 92506 () 686-1070 768-1256 FAX 951 8 ) SEAL - ENGINEER 3.`"+KR"�+�]- q #N ND. moms SEWER / WATER / RECYCLED WATER OPROYED BY: MUNICIPAL WATER DISTRICT CML ENGINEER OF SUBDMs oAf UNDER THE SUPERVISION OF: INRNL 0.A PROJECT ENG HORIZ. 1 N -A VERT. 1'-4' W E .S 1"=40' 61116 40 zu u 40 80 120 COUNTY OF RIVERSIDEI.D. "SCHEDULE A" S.A. 42 31 TRACT 31142,1P #160032 co. 14-2 COORD. 24 SEWER, WATER AND RECYCLED WATER SHT. 8 0 IRON TRAIL ROAD - STA. 9+66.31 TO 17+50.00 D- O 85.37• RESTRAIN 4u 4w 110.00' RESTRVN L JOINTS b St m� a W mT hl W� mew3¢ CL OF SIREh�e Q CI iI PR 7 O 75.2 C900 D -18 J a PR 1 1 76.5 © 76 3 O 171 h, 74.36 0 o ES1IC WAITER U O IRON TRAIL R O o W, w o N az 1 ¢ H o en N za z 0 0 Q � J t 18+00 19+00 20+00 8' PVD' C-900 D8-14 DLwES* WATER145746 TOP S SAUEREISENCOATED U.N.-NO 22SAUEREISEN1-8m PLOD TEE PROP. C&G JOINTS 21+00 Im iI PR 7 O 75.2 � 9 76.4 J a PR 1 1 76.5 © 76 3 O 171 3'49'12" 74.36 0 o � © U O IRON TRAIL R O 322.77 19'19'44" ~ vi w L1 102.37 N RROP. R AXIPIMtNE PK WAW" U 284.00 S89'J3'iJE O L7 00 U PROP' S/W =14+ 4. RED&IRK L 8" S 0 6 N CL 0 m U PROP C&G w l9 T as 0_ O I I +4 . 7 =1 + / N TRA/ RD T 18+52.37 IRON TRAIL RD t 18+00 19+00 20+00 8' PVD' C-900 D8-14 DLwES* WATER145746 TOP S SAUEREISENCOATED U.N.-NO 22SAUEREISEN1-8m PLOD TEE PROP. C&G JOINTS 21+00 Im iI PR 7 O 75.2 788 O 22+00 • ZO' NO JOINTS, 10' O.C. OF N L JOm,Ts X ING. CLASS DR 14 PIPE W17H OL DENSITY FILL (COF) EMWD SPECIRCATTONS II i 2= PPQ Vi W N C9 DRP 18 m Z M 77C WA ER - F 9+U lies -1480 8 7OFS7REE:T L OF STREET3„,DOMES77C WATER i / - ' 1478.6b' nC.C. / QUI .w"�j CL OF STREET o EXIIST GROUND OF STREET T 110.00' RESTRAIN ALL J INTS =' ,y / s0 0 98 5_0. 105) O 'ECS. \ 5=0.0 R / O / Ct OF STREET 00 064 �M~f I 1 6�i=7 �rC7[�'"•1.7���r/%I i�i�i i■i©��i�r�i �ii�i�%�� 2 36 076.0 PR 18+9504 0 21+19.48 IRON L R 1 . 7 / ( 6" FH (9-362) 24 PR PROP. R/W =14+57.B5 K Ll I+ 6 FH B-362 i =1 + I. l 1 +5 .37 (76 D1 1-8" FIGO TEE 8' SWR X-ING 8' WTR 8" SWR X-ING 8' IVTR I FLCD TEF I 146778 BTM WTR DOMESTIC TER 3-8" FXH RSCV IS W, 11467.11 466.07 �OP SWR 3-8' FXH RSGV ($ W 146505 TOP SWR 823 R 2 6 BISBEE COURT REDBARK TRAIL DOMEST7 N SEE SHEET 9 SEE SHEET 10 8" PVC C! IRON TRAIL ROAD 71 W E S •. w II i=I�7�I�I�BE3��■IIII /4 ���'� ��.�.allaa��a��aaaaaaa�.a�.�laa�aaaan�� [FSA la�Fa7F:•laalallll-��LZ�-� 7 CL WEE ilk 8" TRAIL ROADSEE SHEET 6 RAMBLING COURT (PR� 6 `� TSE PR 7 O 75.2 788 O 9 76.4 10 (P:D 76. '" PR 1 1 76.5 © 76 3 O 171 3'49'12" 74.36 C7 PR © 2355'10" 21+36.44 IRON TRAIL R WATER QUALITY BASF 322.77 19'19'44" 8" SEWER L1 102.37 ENGINEER Sl ec RESRM'SI&E POR avERwwnA RROP. R AXIPIMtNE PK WAW" L2 284.00 S89'J3'iJE L7 261.65 PROP' S/W =14+ 4. RED&IRK L 8" S o 6 N CL VAMP NCL PROP C&G D.L. M.H. 1+ l l9 T NCL O I I +4 . 7 =1 + / N TRA/ RD T 18+52.37 IRON TRAIL RD 20+2Z6 B-598 C.L /83 K RL + CL =I3+06.00 B'S, CT i" AV/ uT W1E D- 21+ 78 BC \ f C.L. INT. C.L. M.H. N0. I8 ST M.H. - 6�i=7 �rC7[�'"•1.7���r/%I i�i�i i■i©��i�r�i �ii�i�%�� 2 36 076.0 PR 18+9504 0 21+19.48 IRON L R 1 . 7 / ( 6" FH (9-362) 24 PR PROP. R/W =14+57.B5 K Ll I+ 6 FH B-362 i =1 + I. l 1 +5 .37 (76 D1 1-8" FIGO TEE 8' SWR X-ING 8' WTR 8" SWR X-ING 8' IVTR I FLCD TEF I 146778 BTM WTR DOMESTIC TER 3-8" FXH RSCV IS W, 11467.11 466.07 �OP SWR 3-8' FXH RSGV ($ W 146505 TOP SWR 823 R 2 6 BISBEE COURT REDBARK TRAIL DOMEST7 N SEE SHEET 9 SEE SHEET 10 8" PVC C! IRON TRAIL ROAD 71 W E S •. w II i=I�7�I�I�BE3��■IIII /4 ���'� ��.�.allaa��a��aaaaaaa�.a�.�laa�aaaan�� [FSA la�Fa7F:•laalallll-��LZ�-� 7 CL WEE ilk 8" TRAIL ROADSEE SHEET 6 RAMBLING COURT PVC C900 DR -1 REAR/NG/DELTA 11 S CIRON 148.67 SEWER LINE AND CURVE TABLE LINE 1/CURVE f LENGTH RADIUS REAR/NG/DELTA TANGENT Cl 148.67 2229.88 3'49'12" 74.36 C7 130.92 3/360 2355'10" 66.43 C8 108.89 322.77 19'19'44" 54.97 L1 102.37 ENGINEER Sl ec RESRM'SI&E POR avERwwnA N89'31'08W AXIPIMtNE PK WAW" L2 284.00 S89'J3'iJE L7 261.65 N00005 06 E STREET C/L LINE AND CURVE TABLE UNE j/CURVE J LENGTH RADIUS BEARING/DELTA TANGENT C2 21.65 2215.00 03336" 10.83 C3 249.00 2215.00 6.2627' 124.63 C9 244.31 325.00 43'04'15' 128.25 L3 96.37 ENGINEER Sl ec RESRM'SI&E POR avERwwnA N89'Jl G8"W AXIPIMtNE PK WAW" L4 262.41 N89'31'08W L8 255.69 S00'OS'O6W 23+00 24+00 ADAMS STREET _ SEE SHEET s N I II 1 I 51 MINUS NO. 20 - - Ci � _ ciC5= PROP. C&G 1- 1-8" fLG'D TEE RA 1 -8" FXH R S7 (N, W) PROP 14 / 8+ 9 4 RESTRAINT ADAPTER P 0 1 REMOVE PROP. 6" 8.0. 76.6 AND JOIN TO 8' HXH CV 47ER PER TR N0, 31141 D- DR -1 13 76.4 PR L ECT BOUNDARY N0. CROSS/NG: NO. CROSSING: OSTA 21+61.07 STA 21+88.33 18" SD X-lNC 8' SWR O /8" SD X-lNG 8" SWR 801: SD = 1469.54 BOT. SD = 7469.52 TOP SWR = 1465.64 TOP SWR = 1465.75 N0. CROSS/NG: NO. CROSSING OSTA 21+45.27 STA 21+9266 18" 50 X-ING 8" WTR O 18" 50 X-lNG 8" WTR BOT. SD = 1469.70 BOT. SD = 1469.57 TOP WTR WORK CONTAINED WITHIN THESE PLANS SHML NOT COMMENCE UNTIL • AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED PMYAIE £11'Gtll£(P STONING THESY PLWS 5 ,PSSPo151ft'.E fOR ASSURING ME ACCURACY AAV / AXIPTADIIIIY X ME Dk M HEREON IN ME fY£M a< DISCREPANCIES ARISING APER COUNTY below. aroRwa. DR DuW CaysTRucrrav; ME PRMa1E Know wnaes ENGINEER Sl ec RESRM'SI&E POR avERwwnA Call811beroleymldia AXIPIMtNE PK WAW" �iVAM 23+00 24+00 ADAMS STREET _ SEE SHEET s N I II 1 I 51 MINUS NO. 20 - - Ci � _ ciC5= PROP. C&G 1- 1-8" fLG'D TEE RA 1 -8" FXH R S7 (N, W) PROP 14 / 8+ 9 4 RESTRAINT ADAPTER P 0 1 REMOVE PROP. 6" 8.0. 76.6 AND JOIN TO 8' HXH CV 47ER PER TR N0, 31141 D- DR -1 13 76.4 PR L ECT BOUNDARY N0. CROSS/NG: NO. CROSSING: OSTA 21+61.07 STA 21+88.33 18" SD X-lNC 8' SWR O /8" SD X-lNG 8" SWR 801: SD = 1469.54 BOT. SD = 7469.52 TOP SWR = 1465.64 TOP SWR = 1465.75 N0. CROSS/NG: NO. CROSSING OSTA 21+45.27 STA 21+9266 18" 50 X-ING 8" WTR O 18" 50 X-lNG 8" WTR BOT. SD = 1469.70 BOT. SD = 1469.57 TOP WTR 6 27341 N89'3108W L9 244.76 N00'05'O6E i HORIZ. 1 "=40' VERT. 1 '-4' + + + + + 15+00 10 00 11 00 12 00 13 00 14 00 IRON TRAIL ROAD SEE SHEET 6 49 55 PR 69.9 50 51 57 53 e3 9+94.04 RAM& G CT O !� =12+ .91 / 0 A RD 77.0 72.8 75.2 79.1 PROP. C.L. M.H. NO. 1 © PR © PR PR PROP. 10+03.04 UW CdG ii v1`y fj, 4 SD X -m 8" WR BW gW Bw % 9 5 1456.23 BTM SD 1457.23 TOP SWR 6 ECL n�I 10+11.04 Lf 8' WTR X-ING SWR PROP. /W GB 1461.11 BTM PROP. S/W 8" SEWER 1 +556 / 1 POTABLE WATER LINE AND CURVE TABLE UNE j/CURVE / LENGTH RADIUS 8FM/NG/DELTA TANGENT C4 10.76 2226.00 0'16:77" 538 C5 24318 2226.00 6'1534" 121.77 C6 18.02 2226.00 927'50" 9.01 C70 25258 336.00 43604'/5" 132.59 L5 8537 S6931'08E 1 p pIN 8 7: = 1468.60 TOP IV1R = 1468.47am RCE 81093 W1E D- 4 A L B E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEEf 3788 McCRAV STREET RIVERSIDE CA. 92506 �usl PH. (951) 686-1070 �+x. •oN�'t A 7 5 0 C 1 ATE 5 FAX (951) 788-1256 UNDER THE SUPERVISION OF p pIN 8 7: = 1468.60 TOP IV1R = 1468.47am EASTERN MUNICIPAL WATERDISTRICT -3/20/18WATER p pIN 8 7: SARAH K. KOWALSKI RCE 81093 W1E D- /I�f�A i1Cl. L.J �so�tt CCI ENCINEER1� MTE N M AT PROJECT ENG APPROVALS 1"=40' a0 0 120 COUNTY OF RIVERSIDE I.D. "SCHEDULE A" S.A. 42 51/98 TRACT 31142,1P #160032 c.o. 14-255 COORD. 24A-1' SEWER AND WATER IRON TRAIL ROAD -STA. 17+50.00 TO 23+79.42 srlr. 7 OF. 7: RAMBLING COURT -STA. 10+00.00 TO 15+00.00 D- 4 NOTE NOTE.' ALL BENDS MUST ' 20' NO JOINTS; 70" O.C. OF RES77L1/ JED WITH X-ING. CLASS DR 14 PIPE WITH IRON 2000 SERI OR CONTROL DENSITY FILL (CDF) APPROVED EQUAL. PER EMWD SPECIF7CA77ONS +I� 1 v�ci. + hm I nuy "o CL Or FaT \ m2' A 7 } N N^ t 2 N.e* I1 +2T �_ ci W \ `_A NU�20 y S:.0 59 . h- S=.0164 ^�+ro�SNCA� C900 L R-18 ._cs p 147 DOMESTICWATER p C.G. m fD' CC 8' WATER 0� 0� C 0 5 -E - RR NO. 31141 5=0.0375 14 248 BO. 1B' SD EMWD SP (5=0.01 1472.07 - - I 807 P4 W SD 0 5=0.0043 J 75 JOINTS S-0.0040 5=0.SEWER 009 711 NO* J1 b ddh Dy 0 141 a o NJ 10J b�u200 1 y`O rpp 21.99 L.F. '( 6 13Q43 LF. SEWER '^�' 2272 L.F. 8" SEWER ^��' 136.00 LE 8' SEWER 146.78 LF 8' S 18775 L.F. 8' SEWER ^�' 96.09 LF. ' SEWER ' 219.62 LF 8° SEWER N W �20._N v 8 PVC SEWEF PROFILE SCALES HORIZ. lm -40" VERT. 1'-4" 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 Koo° 4�o � / -1� / / a 6 PR 00' 64 7 a�� + Pcc 92 65 REDBARK TRAIL 66 67 SEE SHEET 10 57 PR<o�l PR 85.4 9W 82.5 BW r114+4 . 6 RAM /NG CT 69 PRy 6 CT RKwBOLA DPROVERY8w WTR X-ING 80 58 O 62 P 63 1 1 0 8 SEWER 8' SEWER 147 BTM W/R S M.H. N0. �OO PROP. CAC 59 PR 60 61 94.6 PR 79.dPROP S/W 90.5 gi,5 PR PR 94.0 AV LV 07 6 NCL VARIES N C 469.34 /OP SWR +6/.45 6 REMOVE TEMP. END88p\ 0 PROP. R/W PR . 93.4 8 $EWER 1 x J ] A �� 24 PROP. R/W PROP. 8' SEWER '� 0 + 1 o PROP. R 872. 7 BTM SD SN TR NOM31 01J0/N PER PER TRACT 6 ..� �' PROP. S/WNO. 31141 _�.68.95 TOP SWR PROP. ChG D -- PROP PROP. S/W h , /s G B SEWER 19+2 .6 PROP.PROPS G 20+ r ..'\. C12 fp - +' _ - - R) ♦ VARIES N CL 1 + L.L. NV PROP. RVIN ��z / 2z CT3 '� ro _ PROP. /W cS - .. M.H.NO. 26 M.H. NO. 7 - m 1+ L6 ro i L7 O OB T 1 73 -- - I + 746 ✓1 D / '� 24 18 r` LB L11 26: 6 EN B-362) Gt C3 C4 m to / O 78 PROP R/W T 87 ]7 C�(- _ Ll EGD_ PR 93.7, J 8Z8� 7 C9 18 - v m ) - - -- ST /SWR (5 W9 L3 I 20 C7 C70 16+80. 4 BC �C5' 1 PROP. 24 RC SD _ � + N 77 pR C.L. M. N0. 29 ST+B 2 PROP. ChG PR 86 ST SWR - _ -. _ - - _ _ = O 19 L 9 4+ 506 RAM N" CT 6' B.O. ( 357) 77 PROP. C88 17 1 1 + . 79 © 1~ PR 76 BW 1 BgFLGORTEE K L DOMESTIC N7ER 79J PROP. RI pROp,PER �W�R3/741 O �1" S. ST. CL -1 1-8 HXH CV ST/W!R SWR 6 FH B-361) ST S i AV/AR (B-598) 93.9 O W -, _ .88.8 ( i1� PVC1C900 DR -1 © a PROP. TI WATER 1 - C 3-8' FX RSCV N, W. E) D Q _ PR 75 BW 4+ 6 %ING CT Z 8 5 PR PROP. S/W _ 0 85.3 O =1 .00 E RK RSEMO PROP. 6 B.O. 21 ZD o ¢ 84 PR © B3 B2 © B 1 © PROP R/W BD 1 " $ ST. CL 1 PR 74 C.L. M. AND N 8" HXH RSGV 79.1 29ti!) N 90.3 91.2 92.2 93.1 ©93.9 1 S 87.8 pP 73 © 72 PER NO. 31141 NOT PART e1.z 79.9 0- SfE TRA T 31147 y SEWER LINE AND CURVE TABLE LINE f/CURVE I LENGTH RADIUS BEM/NG/DELTA TANGENT CI 21.99 334.10 3'46'16' 11.00 C2 136.43 390.00 ro o 66.92 C3 12272 DOMESTIC WATER 1801'45" 61.87 C4 90.96 719.00 714'54" 45.54 Ci) 55.82 719.00 472654 2792 C12 16775 719.00 J 94.41 L 1 136.00 S89'28'21 E L6 110.08' RFSTAIW ALL JOINTS 557592791/ 110.00' RESTIM&L L7 ✓O/Ni5 N5715'41 E Oq 11 b y 0 i PROP. GRADE Ao + II ,• a +I `v e R CL OF STREET ^ o C900 DR -1B O y n � �O 901AESHC 15 9y n ^ nxri NOTE NOTE.' ALL BENDS MUST ' 20' NO JOINTS; 70" O.C. OF RES77L1/ JED WITH X-ING. CLASS DR 14 PIPE WITH IRON 2000 SERI OR CONTROL DENSITY FILL (CDF) APPROVED EQUAL. PER EMWD SPECIF7CA77ONS +I� 1 v�ci. + hm I nuy "o CL Or FaT \ m2' A 7 } N N^ t 2 N.e* I1 +2T �_ ci W \ `_A NU�20 y S:.0 59 . h- S=.0164 ^�+ro�SNCA� C900 L R-18 ._cs p 147 DOMESTICWATER p C.G. m fD' CC 8' WATER 0� 0� C 0 5 -E - RR NO. 31141 5=0.0375 14 248 BO. 1B' SD EMWD SP (5=0.01 1472.07 - - I 807 P4 W SD 0 5=0.0043 J 75 JOINTS S-0.0040 5=0.SEWER 009 711 NO* J1 b ddh Dy 0 141 a o NJ 10J b�u200 1 y`O rpp 21.99 L.F. '( 6 13Q43 LF. SEWER '^�' 2272 L.F. 8" SEWER ^��' 136.00 LE 8' SEWER 146.78 LF 8' S 18775 L.F. 8' SEWER ^�' 96.09 LF. ' SEWER ' 219.62 LF 8° SEWER N W �20._N v 8 PVC SEWEF PROFILE SCALES HORIZ. lm -40" VERT. 1'-4" 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 Koo° 4�o � / -1� / / a 6 PR 00' 64 7 a�� + Pcc 92 65 REDBARK TRAIL 66 67 SEE SHEET 10 57 PR<o�l PR 85.4 9W 82.5 BW r114+4 . 6 RAM /NG CT 69 PRy 6 CT RKwBOLA DPROVERY8w WTR X-ING 80 58 O 62 P 63 1 1 0 8 SEWER 8' SEWER 147 BTM W/R S M.H. N0. �OO PROP. CAC 59 PR 60 61 94.6 PR 79.dPROP S/W 90.5 gi,5 PR PR 94.0 AV LV 07 6 NCL VARIES N C 469.34 /OP SWR +6/.45 6 REMOVE TEMP. END88p\ 0 PROP. R/W PR . 93.4 8 $EWER 1 x J ] A �� 24 PROP. R/W PROP. 8' SEWER '� 0 + 1 o PROP. R 872. 7 BTM SD SN TR NOM31 01J0/N PER PER TRACT 6 ..� �' PROP. S/WNO. 31141 _�.68.95 TOP SWR PROP. ChG D -- PROP PROP. S/W h , /s G B SEWER 19+2 .6 PROP.PROPS G 20+ r ..'\. C12 fp - +' _ - - R) ♦ VARIES N CL 1 + L.L. NV PROP. RVIN ��z / 2z CT3 '� ro _ PROP. /W cS - .. M.H.NO. 26 M.H. NO. 7 - m 1+ L6 ro i L7 O OB T 1 73 -- - I + 746 ✓1 D / '� 24 18 r` LB L11 26: 6 EN B-362) Gt C3 C4 m to / O 78 PROP R/W T 87 ]7 C�(- _ Ll EGD_ PR 93.7, J 8Z8� 7 C9 18 - v m ) - - -- ST /SWR (5 W9 L3 I 20 C7 C70 16+80. 4 BC �C5' 1 PROP. 24 RC SD _ � + N 77 pR C.L. M. N0. 29 ST+B 2 PROP. ChG PR 86 ST SWR - _ -. _ - - _ _ = O 19 L 9 4+ 506 RAM N" CT 6' B.O. ( 357) 77 PROP. C88 17 1 1 + . 79 © 1~ PR 76 BW 1 BgFLGORTEE K L DOMESTIC N7ER 79J PROP. RI pROp,PER �W�R3/741 O �1" S. ST. CL -1 1-8 HXH CV ST/W!R SWR 6 FH B-361) ST S i AV/AR (B-598) 93.9 O W -, _ .88.8 ( i1� PVC1C900 DR -1 © a PROP. TI WATER 1 - C 3-8' FX RSCV N, W. E) D Q _ PR 75 BW 4+ 6 %ING CT Z 8 5 PR PROP. S/W _ 0 85.3 O =1 .00 E RK RSEMO PROP. 6 B.O. 21 ZD o ¢ 84 PR © B3 B2 © B 1 © PROP R/W BD 1 " $ ST. CL 1 PR 74 C.L. M. AND N 8" HXH RSGV 79.1 29ti!) N 90.3 91.2 92.2 93.1 ©93.9 1 S 87.8 pP 73 © 72 PER NO. 31141 NOT PART e1.z 79.9 0- SfE TRA T 31147 y SEWER LINE AND CURVE TABLE LINE f/CURVE I LENGTH RADIUS BEM/NG/DELTA TANGENT CI 21.99 334.10 3'46'16' 11.00 C2 136.43 390.00 20'02'35" 66.92 C3 12272 390.00 1801'45" 61.87 C4 90.96 719.00 714'54" 45.54 Ci) 55.82 719.00 472654 2792 C12 16775 719.00 143742" 94.41 L 1 136.00 S89'28'21 E L6 96.09 557592791/ L7 218.62 N5715'41 E STREET C/L LINE AND CURVE TABLE LINE //CURVE j LENGTH RADIUS BEM/NG/DELTA TANGENT C5 157.37 325.00 274435' 80.26 C6 106.32 325.00 1844 J8' 53.64 C7 13303 725.00 183048' 66.70 C13 287.90 725.00 22445'09' 14587 L2 2300 TOP 570'4344E METER AND PRESSURE REGULATOR PER THIS L3 1 180.28 TRACT NO. 31142.) N89.28'21 i1/ z L8 48.16 N5715'4I E L9 228.62 N5715'41 E POTABLE WATER LINE AND CURVE TABLE LINE 1/CURVE f LENGTH RADIUS BEARING/DELTA TANGENT C8 16269 336.00 2244)5" 82.97 C9 109.92 336.00 1844'38' 55.46 CIO 135.05 736.00 10'3048" 6772 C14 292.27 736.00 2204509" 148.09 L4 23.00 TOP N70'4344'W METER AND PRESSURE REGULATOR PER THIS L5 180.28 TRACT NO. 31142.) N8978'21 i1/ z 00 37.16 N5715'41 E 01 137.02 N5715'41 E RA MBL /NG COURTP ECT BOUNDARY C N0. - , / Nnow whaYs below. �8��8�ib6fae dl g CROSS/NG OSTA. � � RIVERSIDE CA. 92506 ® 3788 McCRAY STREET PH. (951) 686-1070 FAX 951 788-1256 A S S O C I A T E 5 ( ) 25+31.27 Yam 18' SO X-ING 8" SWR 7. SEWER LATERAL FOR TRACT NO. 31141 LOTS 20 BOT. SO = 1472.48 k 21 TO BE INSTALLED BY THIS TRACT NO. TOP SWR = 1469.23 NO. '�"'�"� CML ENGINEER OF WODMSI 5 DATE CROSSING: O STA, 25+42.47 2. WATER SERVICE OF THIS TRACT N0. 31142 LOTS 18" SO X-ING 8' W/R 69 h 70 TO BE CONSTRUCTETI/INSTALLED PER BOT. SO = 147253 TRACT NO. 31141 IMPROVEAENT PUNS. (WATER TOP WTR = 1471.52 40 20 0 40 120 a SEWER / WATER APPROVED BY: LD. U A07E REVISIONS A L e E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER COUNTY OF RIVERSIDE 3 p r Uj 0 ¢ m U ¢ > ¢ O CL CL z < ¢ ¢ - , / Nnow whaYs below. �8��8�ib6fae dl g 3 NO. INA DESCRIPTION APP DATE � � RIVERSIDE CA. 92506 ® 3788 McCRAY STREET PH. (951) 686-1070 FAX 951 788-1256 A S S O C I A T E 5 ( ) NpiWl ,�„x..o"`� * w �4�% t ik xw olaT e„ 4 1�s Yam "SCHEDULE A'" 3 7. SEWER LATERAL FOR TRACT NO. 31141 LOTS 20 W.O. 14-255 N k 21 TO BE INSTALLED BY THIS TRACT NO. C.O. m 31142 IMPROVEMENT PUNS. (SEWER CLEANOLIT k '�"'�"� CML ENGINEER OF WODMSI 5 DATE `O BACKWATER VALVE PER TRACT NO. 31141.) _ o 2. WATER SERVICE OF THIS TRACT N0. 31142 LOTS INITIAL T *ECTENG APPROVALS SHT. 8 OF. 13 69 h 70 TO BE CONSTRUCTETI/INSTALLED PER TRACT NO. 31141 IMPROVEAENT PUNS. (WATER 10- - METER AND PRESSURE REGULATOR PER THIS N TRACT NO. 31142.) 1' = 40' z 40 20 0 40 120 a SEWER / WATER APPROVED BY: LD. U A07E REVISIONS A L e E R T A. ENGINEERING CONSULTANTS SEAL - ENGINEER COUNTY OF RIVERSIDE 3 p r Uj 0 ¢ m U ¢ > ¢ O CL CL z < ¢ ¢ - , / Nnow whaYs below. �8��8�ib6fae dl g WORK CONTAINED WRHIN THESE PIANS' SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT MU/OR A GRADING PERMIT HAS BEEN ISSUER NO. INA DESCRIPTION APP DATE � � RIVERSIDE CA. 92506 ® 3788 McCRAY STREET PH. (951) 686-1070 FAX 951 788-1256 A S S O C I A T E 5 ( ) NpiWl ,�„x..o"`� * w �4�% t ik xw olaT e„ 4 1�s EASTERN MUNICIPAL WATER DISTRICT /� / �' �iv 3/L�//t "SCHEDULE A'" s.A. 42 31 98 0 i - W.O. 14-255 TRACT 31142, IP #160032 SEWER AND WATER RAMBLING COURT -STA. 15+00.00 TO 27+00.00 C.O. - - '�"'�"� CML ENGINEER OF WODMSI 5 DATE COORD. 24A-11&19 THE P VATS ENGINEER SIGNING ITF.SE PWAS 5 PESfON9I EA4 AZLIRW'G AHE ACL'URACY AND ACCEPuerury Of WE o 6N HEREON. W ole EVENT OF DISCREPANCIES ARI5M A"TER CP'ANTY APPRDuu OR L RE caysmucrlFO NE PRNAiE ENGW'EFF SHALL DE MSRXJSI&F FOR 011f7MWWG AN ACCEP III AND RENSWG M PUNS FOR A✓PADYAE 9Y THE CLY.WIY. _ UNDER THE SUPERVISION OF.. -ZSyB INITIAL T *ECTENG APPROVALS SHT. 8 OF. 13 10- - SARAH K. KOWALSKI RCE 81093 DATE N N M \ O S=-0.0164 CL OF STREET +00 11+00 ALL JOINTS G V O V GL SIRES! r: o -1460 + IRON TRAIL ROAD SEE SHEET 6 IRON TRAIL ROAD SEE SHEET 6 COPPER HILL COURT POTABLE WATER LINE TABLE LINE I( LENGTH DIRECTION L1 264.47 SOD' 28' 52-W L4 111. 16 500' 28' 521V L7 160.00 II w.o. 14-255 RIE PMYAIE fACAIfER SMJgNG nrf5r vu ns is l22'YM'SIEE i1W ASSORw ME ACCURICY AHO AccenTAwm of WO 6N RCREON. IN nK E4ENT OT LtlSL%EFAA'CIES A4O5 AF CO A V&MmeatCM5RXMV,MEPRNAif ENul & s 2E5roNsretE Tae �• E� R e COORD. 24A -118c19 + S INOUL PROJECT ENO APPROVALS SHT. 9 OF. 13 ' GG SARAH K.KKOW�AL`S"K'II RRCCEI 81093 DATE s -1!A m t IRON TRAIL ROAD SEE SHEET 6 COPPER HILL COURT POTABLE WATER LINE TABLE LINE I( LENGTH DIRECTION L1 264.47 SOD' 28' 52-W L4 111. 16 500' 28' 521V ALL JOINTS EXIST. AT \ CL OF STREET n-0 79 \ HORIZ. 1"-4( INERT. 1"4 p 10+00 11+00 12+00 13+00 IRON TRAIL ROAD SEE SHEET 7 5. © PR 8e7 © 3333 Hw PR 34 ow 0,35 36 III 85. 83.1 79.8 77.5 PR 76.0 6 9+75.84 (B-598) _ 7IC WATER l + CT j4.6 8" RESTRAINT ADAPTER _ _ 8 C900 OR -1 I + l 8" FXF ND -B" 0 TEE T 8k6" (8 -REO o�I J-8" H RSGV (5, W, E) 6' FH (B-362) - - 1 - 6" FXH RESTRAINT ADAP I 75.2 73+ BISBEE T PR 30 O w 10 1 i N m L5 I 1. =18+46. 7 IRON AIC 85. PR �_ _ 13 C.L. INT L6 u N ro L7 - ;0 1 +06.00 Bl CT - - - - _ C.L. M.H. N0. 18 11+46. 1 9.00 1 _ L. lNU 8 W/R X-lNG 8 S 8 SEWER I.H. N0. M 14 7.78 BTM WTR E I 7 .8 PR MIN ECL 14 .05 TOP SWR M.N. NO. 31 29 26 PR PR 27 RW 26 CA7 PR 25 @) 24 85. 83.I 79.9 76.1 9 _ IRON TRAIL ROAD BISBEE COURT SEE SHEET 7 STREET C/L LINE TABLE LINE f LENGTH DIRECTION P 265.50 NOO' 28' 5,20E O 300.00 NOO' 28' 52"E L7 160.00 II w.o. 14-255 RIE PMYAIE fACAIfER SMJgNG nrf5r vu ns is l22'YM'SIEE i1W ASSORw ME ACCURICY AHO AccenTAwm of WO 6N RCREON. IN nK E4ENT OT LtlSL%EFAA'CIES A4O5 AF CO A V&MmeatCM5RXMV,MEPRNAif ENul & s 2E5roNsretE Tae �• E� R e COORD. 24A -118c19 + S INOUL PROJECT ENO APPROVALS SHT. 9 OF. 13 ' GG SARAH K.KKOW�AL`S"K'II RRCCEI 81093 DATE EXIST. AT \ CL OF STREET n-0 79 \ HORIZ. 1"-4( INERT. 1"4 p 10+00 11+00 12+00 13+00 IRON TRAIL ROAD SEE SHEET 7 5. © PR 8e7 © 3333 Hw PR 34 ow 0,35 36 III 85. 83.1 79.8 77.5 PR 76.0 6 9+75.84 (B-598) _ 7IC WATER l + CT j4.6 8" RESTRAINT ADAPTER _ _ 8 C900 OR -1 I + l 8" FXF ND -B" 0 TEE T 8k6" (8 -REO o�I J-8" H RSGV (5, W, E) 6' FH (B-362) - - 1 - 6" FXH RESTRAINT ADAP I 75.2 73+ BISBEE T PR 30 O w 10 1 i N m L5 I 1. =18+46. 7 IRON AIC 85. PR �_ _ 13 C.L. INT L6 u N ro L7 - ;0 1 +06.00 Bl CT - - - - _ C.L. M.H. N0. 18 11+46. 1 9.00 1 _ L. lNU 8 W/R X-lNG 8 S 8 SEWER I.H. N0. M 14 7.78 BTM WTR E I 7 .8 PR MIN ECL 14 .05 TOP SWR M.N. NO. 31 29 26 PR PR 27 RW 26 CA7 PR 25 @) 24 85. 83.I 79.9 76.1 9 _ IRON TRAIL ROAD BISBEE COURT SEE SHEET 7 STREET C/L LINE TABLE LINE f LENGTH DIRECTION L2 265.50 NOO' 28' 5,20E L5 300.00 NOO' 28' 52"E SEWER LINE TABLE UNE f LENGTH T DIRECTION L3 1 271.50 NOO' 28' 520E L6 159.56 AW 28'52"E L7 160.00 AW 28' 521E 4 K now whets bCIOME Call 811beraroy- WORKS CONTAINED N'//HlN THESE PUNS SHALL NOT COMMENCE UN/2 AN ENCROACHMENT PERMIT AND/OR A CW10/NG PERMIT HAS BEEN ISSUED REVISIONS A L 6 E R T A. ENGINEERING CONSULTANTS Io 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 A 5 5 0 C I A T E 3 FAX 951 788-1256 SEAL - ENGINEER paws ^wA �m�„K..o., �'t 5 •'' F g xa a�ws eh ci•�� . SEWER / WATER MPROVED BY: EASTERN MUNICIPAL WATER DISTRICT ^ 3/so CML ENONITR of 'IONS I' / TE COUNTY OF RIVERSIDE "SCHEDU A" I.D. U36/1.135 NO. IN DESCRIPTION APP'VD DATE s.A. 42131/98 TRACT 31142,1P #160032 SEWER AND WATER COPPER HILL COURT - STA. 10+00.00 TO 12+65.5 BISBEE COURT - STA. 10+00.00 TO 13+00.00 w.o. 14-255 RIE PMYAIE fACAIfER SMJgNG nrf5r vu ns is l22'YM'SIEE i1W ASSORw ME ACCURICY AHO AccenTAwm of WO 6N RCREON. IN nK E4ENT OT LtlSL%EFAA'CIES A4O5 AF CO A V&MmeatCM5RXMV,MEPRNAif ENul & s 2E5roNsretE Tae �• E� R C.O. COORD. 24A -118c19 UNDER THE SUPERVISION OF I�/ � � � � y YA /L _A.4• �_ZS�B INOUL PROJECT ENO APPROVALS SHT. 9 OF. 13 ' GG SARAH K.KKOW�AL`S"K'II RRCCEI 81093 DATE n EXIST GROUND AT CL OF STREET zC 110.00' RES7w P TANGENT 82.8 n 1 +06. 3239'35' 8' SWR X-1 \ \ OI It ~ 1469.34 TOP 40.16 8 � 4+ S0004'44E 1-8" L7 J-8" n 73 �ol 81 2 263.83 Nf2'51'051V �F71 IAS �� ■ ^Ice 10+00 \ EXIST GROUND AT CL OF STREET zC JI P TANGENT 82.8 177.26 1 +06. 3239'35' 8' SWR X-1 \ \ OI It ~ 1469.34 TOP 40.16 9+ 176.69 4+ S0004'44E 1-8" L7 J-8" 73 �ol 81 2 263.83 Nf2'51'051V �F71 IAS �� ■ ^Ice I q. a. 8"pw\ HVO w =j4 C900 DR -14 '^y D014ES77C WATE \ I' ,. I mlIN0 I'l l 11+00 8' 12+00 110.00' RESIRIIN ALL Mwwvy�;,1 19367 13+00 14+00 © 20 ® 21 PR 19 77.9 77. ;;DOMES77C 18 7a6 B-362) p WA R C900 D 141 WCL - ST/W'TR/SNR D ' Ci I /74 JI P TANGENT 82.8 177.26 1 +06. 3239'35' 8' SWR X-1 +\ 1472.75 BTM Y 294.00 1469.34 TOP 40.16 9+ 176.69 4+ S0004'44E 1-8" L7 J-8" 73 �ol 81 2 263.83 Nf2'51'051V Ci 15+00 IRON TRAIL ROAD SEE SHEET 7 22 I PR 23 PR 77.1 C6 -6) 1 + 785 RED IRK 7R +1 .48 IRON L iP ^r 1-8" G'D TEE pOP S/w J-8' E) 'RO. C&G-CL OF .C� +81.7 0} y 11+9 .7 M.H. . .. M.N. 8" SEWER PROP. C 6 ECL I PROP. S/W C.L. MZ34 PRO/'' R/W PR 17 16 PR 15 78. (77,9) " 1 77.1) 68 79.4 REDBARK TRAIL POTABLE WATER LINE AND CURVE TABLE I _ JI 15+00 IRON TRAIL ROAD SEE SHEET 7 22 I PR 23 PR 77.1 C6 -6) 1 + 785 RED IRK 7R +1 .48 IRON L iP ^r 1-8" G'D TEE pOP S/w J-8' E) 'RO. C&G-CL OF .C� +81.7 0} y 11+9 .7 M.H. . .. M.N. 8" SEWER PROP. C 6 ECL I PROP. S/W C.L. MZ34 PRO/'' R/W PR 17 16 PR 15 78. (77,9) " 1 77.1) 68 79.4 REDBARK TRAIL POTABLE WATER LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEAR/NG/DELTA TANGENT Ci 177.26 311.00 3239'35' 91.12 Ll 121.16 294.00 S32 -44.19E 40.16 L2 176.69 STA 11+99.06 B" WTR S0004'44E L7 161.74 N/2'S1'05'W �ol L6 w U LINE 1/CURVE 1 , H U BEIR/NG/DELTA TANGENT K a 171.00 / 32'39:14• 8790 IhfDAv wears below. a 294.00 Ca11811befmpm 'K CONTAINED WITHIN THESE NS SHALL NOT COMMENCE UNRL ENCROACHMENT PERMIT AND/OR VT O OISCR ROYAL OR P INEER 5K L ACCEPTABLE 10+00 153 PR I` 21.5 76 5 PR i r�AV (B-598) 8" FXH RESTRAINT ADAPTER B*X6' FXF REDUCER (B-362) Iaiaa a: acnwav Tai 6' FXH NT ADAPTER STREET C/L LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEIR/NG/DELTA TANGENT C2 171.00 300.00 32'39:14• 8790 L3 110.16 294.00 S3244'19E 40.16 L4 187.66 STA 11+99.06 B" WTR I L8 250.00 N12'51'051W �ol d 263.83 Nf2'51'051V �F71 IAS �� ■ I' I I i STREET C/L LINE AND CURVE TABLE LINE 1/CURVE 1 LENGTH RADIUS BEIR/NG/DELTA TANGENT C2 171.00 300.00 32'39:14• 8790 L3 110.16 294.00 S3244'19E 40.16 L4 187.66 STA 11+99.06 B" WTR N00004'44lr L8 250.00 N12'51'051W Pv� DATE T A. 1 " AV/AR (8-598) 2' RWTR SERVICE W/0 METER PER PB -104 FUTURE 1' METER 9+86.17 C.L. M/NU M.N. NO. 37 152 21. rll!11 S;:f'7 11+00 12+00 19 l A^ HORIZ. 1 "=40' VERT. 1"-41 N0. CROSSING NO. CROSSING.' OSTA 11+69.66 O STA 11+68.95 4' SWR UT X -INC 8' WTR 4' SWR UT X -IVIG 8' WTR BOT. WTR = 1471.45 BOT. WTR = 1471.30 INV. W7R = 1471.49 /NV. WTR = 1471.34 TOP UT = 1470.86 TOP UT = 1470.76 /NV. UT = 1470.21 INV. UT = 1470.12 N70028'04NE 34.02' N70'28'04E 34.02' 154 ® © 155 ew © 156 ew vR 157 Bw I S=0.0200 S=0.0200 21.9 f9.d 16.0 11.8 NO. CROSSING. N0. CROSSING STA 12+60.83 O STA /2+77.34 DOMESTIC W TER O 4' SWR LAT X-ING 8' WTR 4' SWR LAT X-ING 8' WTR PROP. C&C 8" PVC C900 R-1 I 807. WTR = 1470.71 BOT. W7R = 1470.58 PROP. SW 11 W C INV WTR = 1470.76 INV. W7R = 1470.62 3�6�' RCP SO PROP. R/W I O TOP UT = 1470.21 TOP UT = 1470.08 10 I i _ _I + INV 2' = 1469.82 INVN6 2 = 1469.75 N8752'49E 34.02' N87'S2'49E 34.00' 5=0.0200 5=0.0200 - - _- NO. CROSSING: NO. CROSSING• _ - - y - - W 5 STA 13+70.63 © STA 73+90.63 tn = O 4' SNR UT X-lNO 8' WIR 4' SWR UT X-ING 8' WTR BOT. WTR = 1469.85 BOT. WTR = 1469.70 L10 I h INV. W7R = 1469.90 INV. WTR = 1469.74 _ _ TOP UT = 1469.35 TOP UT = 1469.20 0 1 INV. UT = 1468.91 INV. UT = 1468.72 `PROP. R/W N59'55'I6 E 34.00' N5955'16E 34.00' 6 PCL PROP• Sw I V S=0.0200 S=0.0200 140. CROSSING: N0. CROSSING' / RECYCLED TER 8" PVC C900 R-1 148 O7 STA WR LAT ® STA f0+5306 12 E C PR 119 4' SWR UT 1514. 8' WTR 4' SWR UT 1512. 8" WTR BOT. TR = 514.6 7 BOT. WIR = 512.20 n I /NV. WTR = 1514.61 INV. WTI? = 151224 0 151 vR 150 PR 149 6w TOP UT = 1514.24 TOP UT = 1511.87 PR 16.1 INV. UT = 151388 INV. UT = 1511.51 11. 10 I N770655E J390' N7708'S5E 34.00' m CQ I S=0.0200 5=0. 00 WEBB '`• NO. CROSSING NO. CROSSNVG TANOAK COURT o STA 10+7J.06 D STA 11+79.06 4' SWR UT X-lNG 8' W/R 4' SMR UT X -IVIG 8' WTR BOT. WTR = 1511.35 BOT. WTR = 1506.58 3 1" = 40' INV. W7R = 1511.39 INV. WTR = 1506.63 0 CURVE TABLE 4o zo 6 o TOP Lar = 1511.02 TOP LAT= 1s06.2s INV. UT = 1510.66 INV. UT = 1505.89 N770855'E 34.00' N7708'55E 34.00' SEWER LINE AND LINE 1/CURVE 1 LENGTH RADIUS BEARING/DELTA TANGENT C3 8777 294.00 1706'17' 44.21 C4 79.82 294.00 15033'18' 40.16 L5 104.16 STA 11+99.06 B" WTR SJ2'44'19E L6 193.67 SOPO4'44E L9 263.83 Nf2'51'051V RECYCLED WATER LINE TABLE LINE 1 LENGTH S=0.0200 DIRECTION LID 279.34 NO. Nl2' S7' OS"W ENGINEERING CONSULTANTS SEAL - ENGINEER SEWER / WATER / RECYCLED WATER APPROVED 9Y: 3786 McCRAY STREET EASTERN MUNICIPAL WATER DISTRICT RIVERSIDE CA. 92506 A FAX (951) 766-1256 sa+µ.""•' (d4)W1q��� 3/L/O t #. CML ENCMEER'.1 SUBDMS DATE "' x". alw5 I'R[MEC7 ENG IN !L ZSiB„SAE APPROVALS TOP UT = 1505.27 z INV. UT = 1504.92 5 N7708'55E 34.00' i COUNTY OF RIVERSIDE SAA "SCHEDULE A" W.c W.( TRACT 31142, IP #160032 C.D COl SEWER, WATER AND RECYCLED WATER SH REDBARK TRAIL - STA. 10+00.00 TO 14+68.83 TANOAK COURT - STA. 10+00.00 TO 12+50.00 S=0.0200 S=0.0200 e NO. CROSSING f i STA 11+99.06 B" WTR 4' SWR UT X -IVIG BOT. WTR = 1505.60 INV. WTR = 1505.65 TOP UT = 1505.27 z INV. UT = 1504.92 5 N7708'55E 34.00' i COUNTY OF RIVERSIDE SAA "SCHEDULE A" W.c W.( TRACT 31142, IP #160032 C.D COl SEWER, WATER AND RECYCLED WATER SH REDBARK TRAIL - STA. 10+00.00 TO 14+68.83 TANOAK COURT - STA. 10+00.00 TO 12+50.00 I� A� AMR 8' 0\lm 8' tiff JOINTS 14+00 15+00 PRAIRIE CROSSING DRIVE SEE SHEET 4 151 © Bw 159 pR ® 16D f5+35 0 65 . 7 TAN I / T MG + 16.0 06.4 03.6 1-8" GD TEE PROP. 36' RC SD 3-8' 1 3 (Q W, E) j 119 14+ SO X-ING 8 RWTR II� 02. PR M.H. 1 91.90 BTM RWTR DC MES77C WATER / 91.IJ TOP SO fl 15+45 T g l C900 DR -1 1+ =28+13.4 PRA87E R N d 11 WCL 6 . R 5�) ©0 6o I .I - ANTMD + t I 1+ o PROP. 18 SO X-ING 8' SWR PR O 6 FN (8_362) 2 _ PROP. C I 1491.81 BTM SNR 120 1490.31 TOP SD SOI 8 15+51. 1 TANOMf Cr 5 =28+19. 5 PRAIRIE CROSSING D `! _ C.L. M.H. N0. 13 I h 15+57. ITT ( CT 42 U� lE C I 3-8' FXH RSGV (5, W, E) 21 15+51.33 ti8' SEWER 36' SO X-ING 8' SWR d SWR X -ANG 8' RW/R Q SP'R-OP. 6 ECL 1491.89 BTMSWR a 1493.31 BTM RWIR 127S^W149139 TOP SO © 1492 0.631 TOP SWR 0PROP. RAW R LED WATER + 4 15+4.320 ' PVC C900 OR -1 8 WIN X-ING 8 SMR 18' SO X-ING 8" RW7R 149J69 87M WTR 14¢ 1491.84 BIM RW1R CII I3w 147 © 1 £ CL 6. 148SWR GWEBBz.l ' 09. 146 145 8' wm x-lNc 6' Rwm 122 149363 BTM WAR I I I 99.4 1492.63 TOP RI PRAIRIE CROSSING DRIVE 1' = 40' SEE SHEET 4 40 20 0 40 80 120 TANOAK COURT NO. CROSSING: NO. CROSSING N0. CROSSING NO. CROSSING: O STA 1R 6 O STA 13+2506 3O O 6' 6' FH(6-362' N12'51'05iW LAT 4' SWR UT X-ING 8" WIR R 4' SWR LAT X-ING 8' W7R 4'ASWR LATOX-ING 8' WTR 18.6 CL MIND 4mSWREATOX-ING 8' WI NO. 40 807. WTR = 1500.42 ©M.H. AUERETSEN BOT. WI = 1499.44 BOT. WTR = 1495.34 L12 BOT. WTR = 1494.97 l INV.. WAR = 1500.46 1 PIPE WR FU INV. WAR = 1499.48 INV. WTR = 1495.38 TED M.H. INV. WTR = 1495.01 6PR TOP UT = 1499.92 ` TOP LAT = 1498.94 TOP LAT = 1495.01 zi "" TOP LAT = 1494.51 SEE NOT A PART26. INV. UT = 1499.56 CONTROL DENSITY INV. UT = 1498.58 INV. LAT = 1494.65 e INV. LAT = 1494.16 1486.52 67M SWR' 1486.02 TOP SO N7708'SSE 34.00' NOT SEE N7706'55NE JAI N770850E 34.00' N7708'SOE J4.00' ^ 5=0.0200 TRACT 31141 5=0.0200 5=0.0200 14.� S=00200 III 136 c/ p1 �nvr o� SAW 28.6 BEARING/DELTA M.N. N0. 47 UERE/SEN 1' A (8-598) 25.66 8" FXH 7RNVF ADAPTER 8" FXF 45' D CL SA BOX FXF REV - NOTE., • 20' NO JOINTS, 6' 6' FH(6-362' N12'51'05iW 6' FXH RES 77 ANT R 135 9+89.03 18.6 CL MIND 125 PR NO. 40 94.18 ©M.H. AUERETSEN 61® NOT A PART 95.9 L12 COATED M.H. l III k00' RESTRAIN ALL JOINTS �nvr o� SAW 6 ECLL BEARING/DELTA M.N. N0. 47 UERE/SEN CI 25.66 8' e h CL SA M.N. NO. 42 ERE/SEN NOTE., • 20' NO JOINTS, 10' O.C. OF N12'51'05iW APPROVALS L7 J61.42 Nl9d07'52'W 125 PR L8 94.18 61® NOT A PART 95.9 L12 TED M.H. l X-ING. CLASS DR 1 PIPE WR FU � C TED M.H. ze. 6PR ` C23 TOP SWR zi "" 1 SEE NOT A PART26. APART CONTROL DENSITY (CDF) i e 1486.52 67M SWR' 1486.02 TOP SO TRACT 31141 SEE NOT SEE BW 134X13 © BW 132 PR ^ ew 130 PR O 13 O TRACT 31141 PER EAI Emabis 14.� _8 08.5 03.8 i°I TRACT 31141 SWI- 40 m TO D 40 80 120 1 NOlE 60, 61, AND 62 PER 1. SEWER LATERALS B INSTALLED CREAT N0. 31141 TO 8E PER THIS TRACT. WOLF GLEN COURT CLEAN-OUT AND BACKWATER VALVE 70 BE INSTALLED ER VALVE PER mAcr No. 31t4t. AT cL OF S7REE`T 2 WATER SERVICE FOR LOTS W,, 61, ANO 62 FOR 1 a of STA \ EET \ 110. ' RESTRAIN ALL JOWarS TRACT NO. 31141 TO BE INSTALLED BY THIS TRACT. METER AND PRESSURE REGULATOR TO BE INSrNLED CL OF SIRELEFn PER TRACT NO. 31141. 2 npoa C.G81 h i . S= 0-a 1015 \ + W 1 4 .20 _ if C900 OR 18 a'? r ) MESTC WATEDUST GROUND AT I \ CL OF STREET' I a o \ * a� I tiI 02 W \ 2 I p I Q* DII DOMESTIC WATER + a t EMWD SPECS. U 5=-0.0040 izz 1.9196'.02 I 1501.8 173.T6 L.F. d SEWER 124.74 L.F. 8' SEWER 1 1491120 C.L. I PROFILE SCALE,' 21521 LF 8' SEWER I HOR/Z. 1'=40' VERT. III 10+00 11+00 12+00 12+00 13+00 14+00 15+00 PRAIRIE CROSSING DRIVE SEE SHEET 5 13 7 /l 2B.D `/ BW 228 PR BW 139 PR 14O © ew 741 PR ©BW 142 14+086.719PRNRIEECROSSINC 123 PR 15.8 09.9 04.9 01.0 98.2 1-8' FLGO TEE DOMESTIC WATER 3-8' FXH RSGV (S, W, E) PROP R 8' PVC 900 DR -1 1 + P�. 143 PR PROP. S 11 WCL SIR 98.0 14+97.7 T PROP. - 8 - 6_FN (B-362 . -. / + _ - _ I I I = + .0 /CROSSING CL ANT ,..,,. ,.. �.. ,.. --1-71---l- s -+- - T I 62 ® UNE 1/CURVE j �nvr o� SAW 6 ECLL BEARING/DELTA M.N. N0. 47 UERE/SEN CI 25.66 8' R CL SA M.N. NO. 42 ERE/SEN 28'6 N12'51'05iW APPROVALS L7 J61.42 Nl9d07'52'W 125 PR L8 94.18 61® NOT A PART 95.9 L12 TED M.H. l N19'07521V VARI ECL C TED M.H. ze. 6PR ` C23 TOP SWR 1 SEE NOT A PART26. APART 14+94.68 42' SO X -ANG 8' SWR Oj 1486.52 67M SWR' 1486.02 TOP SO TRACT 31141 SEE NOT SEE BW 134X13 © BW 132 PR BW 131 © ew 130 PR O 13 O TRACT 31141 20.1 14.� 08.5 03.8 TRACT 31141 40 m TO D 40 80 120 -, NOlE 60, 61, AND 62 PER 1. SEWER LATERALS B INSTALLED CREAT N0. 31141 TO 8E PER THIS TRACT. WOLF GLEN COURT CLEAN-OUT AND BACKWATER VALVE 70 BE INSTALLED ER VALVE PER mAcr No. 31t4t. 2 WATER SERVICE FOR LOTS W,, 61, ANO 62 FOR TRACT NO. 31141 TO BE INSTALLED BY THIS TRACT. METER AND PRESSURE REGULATOR TO BE INSrNLED PER TRACT NO. 31141. POTABLE WATER LINE AND CURVE TABLE UNE 1/CURVE j LENGTH RADIUS BEARING/DELTA TANGENT CI 25.66 289.00 5'05'14' 12.84 LI 285.57 N12'51'05iW APPROVALS L7 J61.42 Nl9d07'52'W 125 PR L8 94.18 N24'lJ'06`W 95.9 STREET C/L LINE AND CURVE TABLE L/N£ 1/CURVE j LENGTH RADIUS BEARING/DELTA TANGENT C2 26.64 300.00 505'14' 1333 L2 295.92 N11'S1D5'W APPROVALS L9 365.90 N19'07521W 125 PR LID 105.12 524011 95.9 RECYCLED WATER LINE TABLE UNf j LENGTH DIREC77ON L6 JO7JJ N12- 51' 05-W L6 w O - v Q LC LL z MnowWlletsbeloYlL Ca11811 nB1B1.ywaF TREK WORK CONTAINED WITHIN THESE PUNS SHALL NOT COMMENCE UNOL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED REVISIONS NO. INITIAL DESCRIPTION APP'VD DATE _ I A L B E R T A. ENGINEERING CONSULTANTS 3788 McCRAY STREET RIVERSIDE CA. 92506 PH. (951) 686-1070 A S S O CIA 7 E 5 FAX (951) 788-1256 SEAL - ENGINEER �aewl a �V w` +t }, u on SEWER / WATER / RECYCIED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT 970 RIE PRNa1f FNCMYER ACAWIG PAWS 5 RESPONSIEKf NR A I*M R AC UIiII 'AND3 ACCEPII OF ME OESICN NfxDN N >NE EVENT OF DISCREPANCIES AVOM AFTER CIXIMY AP ,* OR DURW CONS/RUCIKW, W PMNAIE fNWiFSTSIUELeEREsroNAalrFcwarcawRNc AN ACCf%I6LE SOLUIXXI ANO RMSINO RIE PIANS aW ASR & er W CDAwn CML ENOAAIR OF SUBDMSION MIL I UNDER THE SUPERVISION OF.' /�Cs..VW' APPROVALS MJn1i PROJECT ENG _ I 125 PR L)1 6.68 N19007521W 95.9 L12 SARAH K. KOWALSKI RCE f8109.5 DATE l N19'07521V L8 LID UNE 1/CURVE j LENGTH C.L. M.H. N0. 14 124 PR TANGENT - 15.81 970 L1J I N/2'SI DI L5 _ I 125 PR L)1 6.68 N19007521W 95.9 L12 N/R X -INC 8' SMR l N19'07521V S 124.74 399 BTM N7R N24'13'06'W ` C23 TOP SWR 1 14+94.68 42' SO X -ANG 8' SWR Oj 1486.52 67M SWR' 1486.02 TOP SO NS DRIVE Z CROSS' pRAISEE SNEE7 40 m TO D 40 80 120 -, SEWER LINE AND CURVE TABLE UNE 1/CURVE j LENGTH RADIUS 6FARAG/DELTA TANGENT 0 15.81 N12051'05 W L4 132.27 N/2'SI DI L5 14354 N12'S1'05'w L)1 215.21 N19007521W L12 175.26 N19'07521V L13 124.74 N24'13'06'W TRACT 31142, IP #160032 C.c COI SEWER, WATER AND RECYCLED WATER SH' TANOAK COURT - STA. 12+50.00 TO 15+45.92 WOLF GLEN COURT - STA. 10+00.00 TO 14+9767- D- ALL FITTINGS, COUPLINGS, AND ADAPTERS SHALL BE WAX TAPE COATED PER AWWA C217 WITH PLASTIC OUTERWRAP AND PER SPECIFICATION SECTION 13110 a MAGNESIUM ANODE (TYP) SEE DETAIL ECP -22 I I SIDEWALK CURB PAVEMENT FLANGED OR MECHANICAL PIPE JOINT TEST STATION WITH 2 ANODES NOT TO SCALE SEE DETAIL A FLEXIBLE COUPLING PIPE JOINT EXOTHERMIC 3 1 (TYP) WELD TYP - BEND BOND WIRE W/ LUG COATED WITH BITUMASTIC TEE SPOOL DETAIL A WIRE CONNECTION TO FLANGE BOLT MATERIALS: SEE NOTE 3 Qt BOND CABLE: AWG p8 COPPER ASTM B3 STRANDED ASTM B8 INSULATED ASTM D1248 TYPE 1, CLASS C GRADE 5. NOTES: FULL TIME INSPECTION FOR SIDEWALK I 1. ALL BOND CABLE SHALL BE INSTALLED AT MINIMUM LENGTH. CURB AND GUTTER I II II WARNING n WARNING II 11 TAPE I in I \ 2 -NO 8 HMWPE TO ANODES A TEST LEADS IN 2" PVC CONDUIT I PVC CONDUIT SEE 1-N0. 12 HMWPE I A ANODE LEAD z z VIEW 2 -NO. 8 BLACK HMWPE I PIPE LEADS SEE NOTE 3 _--PROFILE -------- 17-1_8 MAGNESIUM ANODE w ti SEE DETAIL (2 REQRD) I %T --- -— I I I 8' MIN (SEE NOTE 2) EXOTHERMIC WELD (TAP). 7AT-GRADE SEE DETAILad z TEST BOX WITH 24" SQUARE X 4" a THICK REINFORCED COW CONCRETE PAD w SEE NOTE 4 BELOW e Z PLAN NOTES: 1. 1 ANODE SHOWN IN SECTION VIEW, 2 ARE REQUIRED. ANODES TO BE INSTALLED PARALLEL TO THE PIPE, 15 FEET APART IN AUGERED HOLES 12' DEEP. ANODE LEADS TO BE TRENCHED TO CTS AT A DEPTH OF 36". 2. INSTALL ANODES INSIDE RIGHT OF WAY AND AT AN 8' MINIMUM DISTANCE FROM PIPE. 3. CONTRACTOR TO MAINTAIN WIRE IDENTIDCATION DURING AND AFTER BACKFILL. 4. INSTALL TEST STATION BEHIND SIDEWALK. IF NO SIDEWALK EXISTS, THEN INSTALL BEHIND CURB. THE CONTRACTOR SHALL TRENCH THE TEST LEADS FROM THE PIPELINE TO THE TEST BOX LOCATED BEHIND THE SIDEWALK. THE TEST BOX SHALL BE LOCATED OUT OF TRAFFIC LANES. FLANGED OR MECHANICAL PIPE JOINT TEST STATION WITH 2 ANODES NOT TO SCALE SEE DETAIL A FLEXIBLE COUPLING PIPE JOINT EXOTHERMIC 3 1 (TYP) WELD TYP - BEND BOND WIRE W/ LUG COATED WITH BITUMASTIC TEE SPOOL DETAIL A WIRE CONNECTION TO FLANGE BOLT MATERIALS: SEE NOTE 3 Qt BOND CABLE: AWG p8 COPPER ASTM B3 STRANDED ASTM B8 INSULATED ASTM D1248 TYPE 1, CLASS C GRADE 5. NOTES: FULL TIME INSPECTION FOR FIELD -APPLIED N 1. ALL BOND CABLE SHALL BE INSTALLED AT MINIMUM LENGTH. 2. BOND CABLES SHALL NOT BE INSTALLED ACROSS INSULATING JOINTS. 3. ONLY AT THE APPROVAL OF THE CORROSION ENGINEER. JOINT BONDING 2 SCALE: NONE Vi w 0 F- 0 0 Q K a 0 z a WIRING AND INSTALLATION SEE NOTES BELOW SEE DETAIL GRAPHITE COVER STRIKER HOLE STARTING POWDER METAL WELDING POWDER HANDLE GRAPHITE MOLD METAL DISC METALLIC PIPE WIRE FILE STRUCTURE CONNECTION STEP 1. AREA (3 IN. x 3 IN.) TO BARE SHINY METAL AND CLEAN. STEP 2- STRIP INSULATION FROM WIRE. HOLD MOLD FIRMLY WITH STEP 3. OPENING AWAY FROM OPERATOR AND IGNITE WITH STRIKER. SECTION A—A REMOVE SLAG FROM CONNECTION STEP 4_ AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A STEP 5. BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. EXOTHERMIC WELD NOTES: 1. ONE WELD SHALL BE USED FOR EACH. 2. CLEAN OILY OR GREASY CABLE WITH A RAPID -DRYING SOLVENT. REMOVE ONLY ENOUGH INSULATION FROM THE CABLE TO ALLOW THE EXOTHERMIC WELD CONNECTION TO BE MADE. 3. REMOVE ALL COATING, DIRT, GRIME, AND GREASE FROM THE METAL STRUCTURE AT WELD LOCATIONS BY WIRE BRUSHING AND/OR USE OF SUITABLE SAFE SOLVENTS. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE AREA OF THE STRUCTURE WHERE THE ATTACHMENT IS TO BE MADE MUST BE DRY. 4. OPEN WELD MOLD AND PLACE METAL DISC INSIDE AT BOTTOM OF MOLD. POUR METAL WELDING POWDER INTO MOLD AND ON TOP OF METAL DISC. STARTING POWDER IS CAKED AT THE BOTTOM OF THE WELD CHARGE CONTAINER. TAP WELD CHARGE CONTAINER AND POUR HALF OF STARTING POWDER INTO WELD MOLD. CLOSE THE TOP OF WELD MOLD AND POUR THE REMAINING STARTING POWDER IN STRIKING HOLE. THE WELD MOLD IS NOW LOADED AND READY FOR USE. 5. THE LEAD WIRE IS TO BE HELD AT AN ANGLE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD. HOLD LOADED WE MOLD FIRMLY ON PIPE AND WIRE. IGNITE STARTING POWDER IN STRIKING HOLE USING A STRIKER. HOLD WELD MOLD FIRMLY AGAINST PIPE FOR 5 SECONDS TO ALLOW FOR WELD PROCESS. 6. WELDS SHALL BE TESTED BY STRIKING THE WELD NUGGET WITH A TWO POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. ALL UNSOUND WELDS SHALL BE REMOVED, THE SURFACES RECLEANED, REWELDED, AND RETESTED. WELD SLAG SHALL BE REMOVED. 7. APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD AND APPLY A BITUMASTIC COATING MATERIAL TO ALL EXPOSED AREAS AROUND THE CAP AND WIRES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE COATING SHALL OVERLAP THE STRUCTURE COATING A MINIMUM OF 3 INCHES. EXOTHERMIC WELD (SIMILAR TO EMWD STD DWG B-661 NOT TO SCALE GENERAL CATHODIC PROTECTION NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT -GRADE TYPE WITH A METAL LID AND H-20 TRAFFIC RATED. A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. B. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. D. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 4 ON SHEET CP -2 OR WITH BRASS TAGS WITH APPROVAL FROM THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES. 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS -BUILT DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IN THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE ENGINEER. 7. BOND ALL BELL & SPIGOT PIPE JOINTS AND ALL FLANGED PIPE JOINTS (INLINE VALVES, FLANGES, COUPLINGS, ETC.), THAT ARE NOT DESIGNATED AS INSULATING JOINTS, PER DETAIL 2, THIS SHEET. CATHODIC PROTECTION DESIGN NOTES (FROM SOIL CORROSIVITY ASSESSMENT REPORT): 1 PROVIDE ALL UNDERGROUND SECTIONS OF STEEL WATER MAIN WITH A HIGH QUALITY MORTAR COATING PER AWWA C-205 STANDARDS. ADDITIONALLY, PROVIDE A GALVANIC ANODE CATHODIC PROTECTION SYSTEM FOR THE SECTION OF NEW STEEL WATER MAIN. 2 PROVIDE A GALVANIC ANODE CATHODIC PROTECTION SYSTEM FOR EACH METALLIC CASING. ALTERNATIVELY, THE THICKNESS OF THE CASING MAY BE INCREASED IN ACCORDANCE WITH TABLE 1-5-1 OF THE AREMA MANUAL FOR RAILWAY ENGINEERING. RFYEAGER ENGINEERING UNDERSTANDS THAT THESE METALLIC CASINGS DO NOT CROSS UNDER RAILWAYS HOWEVER, THE STANDARD USED FOR CASING/RAILROAD CROSSINGS IS A CONSERVATIVE APPROACH AND PROVIDES SOME CORROSION ALLOWANCE. 3 ON THE BURIED STEEL PIPING, PROVIDE CORROSION MONITORING TEST STATIONS, JOINT BONDS (FOR INLINE VALVES, FLANGES, COUPLINGS, ADAPTERS, ETC.), PIPE JOINT BONDS (FOR NON -WELDED PIPE JOINTS), INSULATORS, AND ATTENDANT WIRING. SEWER LINE CASINGS WITH GALVANIC CATHODIC PROTECTION SHALL ALSO BE PROVIDED WITH CORROSION TEST STATIONS. 4 PROVIDE ALL NON -COATED BURIED VALVES, FLANGES, COUPLINGS, ADAPTERS, AND BARE SECTIONS OF PIPE WITH A 3 -PART WAX TAPE COATING SYSTEM PER AWWA C-217 WITH PLASTIC OUTER -WRAP. ADDITIONALLY, ALL BURIED INSULATING FLANGES SHALL BE WAX TAPE COATED. NO BARE METALLIC SURFACES SHALL BE IN DIRECT CONTACT 5 PROVIDE FULL TIME INSPECTION FOR FIELD -APPLIED N JOINTS, - INSTALLATIONS, AND FOR COATINGS ON ALL IN -UNE APPURTENANCES. II II WARNING n WARNING II 11 TAPE TAPE I II \ TO ANODES (SEE NOTE 1) 2" PVC CONDUIT I 1-N0. 12 HMWPE I ANODE LEAD z z 2 -NO. 8 BLACK HMWPE I PIPE LEADS SEE NOTE 3 17-1_8 MAGNESIUM ANODE SEE DETAIL (2 REQRD) I SEE NOTE 1 e P- I I I 8' MIN (SEE NOTE 2) GRAPHITE COVER STRIKER HOLE STARTING POWDER METAL WELDING POWDER HANDLE GRAPHITE MOLD METAL DISC METALLIC PIPE WIRE FILE STRUCTURE CONNECTION STEP 1. AREA (3 IN. x 3 IN.) TO BARE SHINY METAL AND CLEAN. STEP 2- STRIP INSULATION FROM WIRE. HOLD MOLD FIRMLY WITH STEP 3. OPENING AWAY FROM OPERATOR AND IGNITE WITH STRIKER. SECTION A—A REMOVE SLAG FROM CONNECTION STEP 4_ AND PEEN WELD FOR SOUNDNESS. COVER CONNECTION AND EXPOSED STRUCTURE SURFACE WITH A STEP 5. BITUMINOUS COATING COMPOUND. PLACE PLASTIC SHIELD CAP FIRMLY OVER CONNECTION. EXOTHERMIC WELD NOTES: 1. ONE WELD SHALL BE USED FOR EACH. 2. CLEAN OILY OR GREASY CABLE WITH A RAPID -DRYING SOLVENT. REMOVE ONLY ENOUGH INSULATION FROM THE CABLE TO ALLOW THE EXOTHERMIC WELD CONNECTION TO BE MADE. 3. REMOVE ALL COATING, DIRT, GRIME, AND GREASE FROM THE METAL STRUCTURE AT WELD LOCATIONS BY WIRE BRUSHING AND/OR USE OF SUITABLE SAFE SOLVENTS. CLEAN THE STRUCTURE TO A BRIGHT, SHINY SURFACE FREE OF ALL SERIOUS PITS AND FLAWS. THE AREA OF THE STRUCTURE WHERE THE ATTACHMENT IS TO BE MADE MUST BE DRY. 4. OPEN WELD MOLD AND PLACE METAL DISC INSIDE AT BOTTOM OF MOLD. POUR METAL WELDING POWDER INTO MOLD AND ON TOP OF METAL DISC. STARTING POWDER IS CAKED AT THE BOTTOM OF THE WELD CHARGE CONTAINER. TAP WELD CHARGE CONTAINER AND POUR HALF OF STARTING POWDER INTO WELD MOLD. CLOSE THE TOP OF WELD MOLD AND POUR THE REMAINING STARTING POWDER IN STRIKING HOLE. THE WELD MOLD IS NOW LOADED AND READY FOR USE. 5. THE LEAD WIRE IS TO BE HELD AT AN ANGLE TO THE SURFACE WHEN WELDING. ONLY ONE WIRE SHALL BE ATTACHED WITH EACH WELD. HOLD LOADED WE MOLD FIRMLY ON PIPE AND WIRE. IGNITE STARTING POWDER IN STRIKING HOLE USING A STRIKER. HOLD WELD MOLD FIRMLY AGAINST PIPE FOR 5 SECONDS TO ALLOW FOR WELD PROCESS. 6. WELDS SHALL BE TESTED BY STRIKING THE WELD NUGGET WITH A TWO POUND HAMMER WHILE PULLING FIRMLY ON THE WIRE. ALL UNSOUND WELDS SHALL BE REMOVED, THE SURFACES RECLEANED, REWELDED, AND RETESTED. WELD SLAG SHALL BE REMOVED. 7. APPLY PRIMER AND ELASTOMERIC WELD CAP TO THE WELD AND APPLY A BITUMASTIC COATING MATERIAL TO ALL EXPOSED AREAS AROUND THE CAP AND WIRES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE COATING SHALL OVERLAP THE STRUCTURE COATING A MINIMUM OF 3 INCHES. EXOTHERMIC WELD (SIMILAR TO EMWD STD DWG B-661 NOT TO SCALE GENERAL CATHODIC PROTECTION NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. ALL TEST STATIONS SHALL BE THE CIRCULAR, CONCRETE, AT -GRADE TYPE WITH A METAL LID AND H-20 TRAFFIC RATED. A. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. B. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. C. A REINFORCED CONCRETE PAD (24" SQUARE X 4" THICK) IS REQUIRED AROUND TEST BOXES LOCATED IN UNPAVED AREAS. D. IDENTIFY ALL WIRES AS SHOWN ON DETAIL 4 ON SHEET CP -2 OR WITH BRASS TAGS WITH APPROVAL FROM THE ENGINEER. 4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ADJACENT STRUCTURES AND UTILITIES AND FOR AVOIDING DAMAGE TO AND CONFLICT WITH THESE STRUCTURES OR UTILITIES. 5. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT 'AS -BUILT DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF THE WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS INDICATED IN THE DRAWINGS OR AS SPECIFICALLY APPROVED BY THE ENGINEER. 7. BOND ALL BELL & SPIGOT PIPE JOINTS AND ALL FLANGED PIPE JOINTS (INLINE VALVES, FLANGES, COUPLINGS, ETC.), THAT ARE NOT DESIGNATED AS INSULATING JOINTS, PER DETAIL 2, THIS SHEET. CATHODIC PROTECTION DESIGN NOTES (FROM SOIL CORROSIVITY ASSESSMENT REPORT): 1 PROVIDE ALL UNDERGROUND SECTIONS OF STEEL WATER MAIN WITH A HIGH QUALITY MORTAR COATING PER AWWA C-205 STANDARDS. ADDITIONALLY, PROVIDE A GALVANIC ANODE CATHODIC PROTECTION SYSTEM FOR THE SECTION OF NEW STEEL WATER MAIN. 2 PROVIDE A GALVANIC ANODE CATHODIC PROTECTION SYSTEM FOR EACH METALLIC CASING. ALTERNATIVELY, THE THICKNESS OF THE CASING MAY BE INCREASED IN ACCORDANCE WITH TABLE 1-5-1 OF THE AREMA MANUAL FOR RAILWAY ENGINEERING. RFYEAGER ENGINEERING UNDERSTANDS THAT THESE METALLIC CASINGS DO NOT CROSS UNDER RAILWAYS HOWEVER, THE STANDARD USED FOR CASING/RAILROAD CROSSINGS IS A CONSERVATIVE APPROACH AND PROVIDES SOME CORROSION ALLOWANCE. 3 ON THE BURIED STEEL PIPING, PROVIDE CORROSION MONITORING TEST STATIONS, JOINT BONDS (FOR INLINE VALVES, FLANGES, COUPLINGS, ADAPTERS, ETC.), PIPE JOINT BONDS (FOR NON -WELDED PIPE JOINTS), INSULATORS, AND ATTENDANT WIRING. SEWER LINE CASINGS WITH GALVANIC CATHODIC PROTECTION SHALL ALSO BE PROVIDED WITH CORROSION TEST STATIONS. 4 PROVIDE ALL NON -COATED BURIED VALVES, FLANGES, COUPLINGS, ADAPTERS, AND BARE SECTIONS OF PIPE WITH A 3 -PART WAX TAPE COATING SYSTEM PER AWWA C-217 WITH PLASTIC OUTER -WRAP. ADDITIONALLY, ALL BURIED INSULATING FLANGES SHALL BE WAX TAPE COATED. NO BARE METALLIC SURFACES SHALL BE IN DIRECT CONTACT 5 PROVIDE FULL TIME INSPECTION FOR FIELD -APPLIED COATINGS AT ALL PIPE JOINTS, FOR INSULATING FLANGE KIT INSTALLATIONS, AND FOR COATINGS ON ALL IN -UNE APPURTENANCES. 6 ELECTRICALLY ISOLATE ANY ELECTRICAL GROUNDING SYSTEMS SUCH AS MOTORIZED VALVES, ELECTRICAL FLOW METERS, AND TELEMETRY UNITS FROM BURIED STEEL CML&C PIPING. 7 ALL GALVANIC ANODE CATHODIC PROTECTION SYSTEMS SHALL BE INSPECTED AND TESTED BY A QUALIFIED CORROSION ENGINEER. THE TESTING SHOULD INCLUDE NATIVE STRUCTURE -TO -SOIL POTENTIALS, TEST LEAD RESISTANCE MEASUREMENTS, INSULATING FLANGE INSPECTIONS, OPEN CIRCUIT ANODE POTENTIALS, AND ACTIVATED PIPELINE POTENTIALS. ALL TEST DATA SHOULD BE PROVIDED TO THE EMWD BEFORE THE PROJECT IS CONSIDERED COMPLETE. CAST IRON COVER CONCRETE TEST 3 24" X 24" X 4" THICK CONCRETE BOX SEE - PAD vvvvwvvv NO. 4 REBAR WIRE IDENTIF. 4 CENTERED IN PAD LABEL (TYP) (TYP) 6.:.1; BRASS SPLITBOLT tt (TYP) 0.01 OHM SHUNT SECURE W/ TIE WIRE - EPDXY `.`;k':Y:;:'�='_`I•�J:':(;iY::;'t'y':Y;;, 18" SLACK .;, :,,..,:`j ...a t.:.. •. WIRE (TYP) NATIVE SOIL--- 2-NO 12 HMWPE 1 1 ANODE LEADS TEST 8 LEADS TTO 1 1 1 _ e TEST O NEW A&B a 2 CML&C STEEL PIPELINE Li MAGNESIUM INGOT DIMENSIONS: WIRE I.D. LEGEND 3.5" X 3.75" X 21.25" LONG WIRE SIZE LABEL INSCRIPTION INGOT WEIGHT: 17 LBS. PKGD WEIGHT: 45 LBS. A&B NO 6 HMWPE 8" CML&C STL (APPROX.) ANODE TEST STATION WIRING n SCALE: NONE BRASS MECHANICAL CLAMP. SEE NOTE 2--' COPPER AND DETAIL e I WATER SERVICE I 1 I i 3 FT MIN !� . \�/ �THWN ANODE LEAD. 30LB ZINC ANODE. SEE TABLE BELOW FOR WATER METER (SEE NOTE 4) ANODE LEAD NO. 12 HMWPE STRANDED COPPER WIRE SILVER SOLDERED CONNECTION (BY MANUFACTURER) GALVANIZED STEEL CORE MAGNESIUM ALLOY INGOT PACKAGED BACKFILL CLOTH BAG CHEMICAL COMPOSITION HIGH POT'L ASTM 8843-93 MAG ANODE ELEMENT CONTENT % INUM 0_010 ZINC 2 MANGANESE 0.50 TO 1.30 SILICONE 0.025 >60' 2 3 8ON .581 ICOPCKELR 03 CALCIUM - OTHER METALLIC 0.05 OTHERS,TOTAL 0.30 MAGNESIUM REMAINDER PACKAGED BACKFILL 75% GYPSUM 20% BENTONITE 5% SODIUM SULPHATE MAGNESIUM ANODE n SCALE: NONE QUANTITY OF 30 LB ZINC ANODES REQUIRED FOR INSTALLATION M t :1" 1.5"-2" >2" <30' 1 1 2 30'-60' 1 2 3 >60' 2 3 4 CLAN " vY SEE DETAIL e NOTES: 1. NO. OF ANODES REQUIRED IS BASED ON TUBING DIAMETER AND LENGTH. SEE TABLE ABOVE. 2. ATTACH ANODE WIRE TO COPPER TUBING USING BRASS MECHANICAL GROUNDING CLAMP. 3. FOR SINGLE ANODE INSTALLATION, POSITION ANODE MIDWAY BETWEEN METER AND PIPELINE. FOR MULTIPLE ANODE INSTALLATIONS, SPACE ANODES EQUIDISTANCE FROM METER, PIPELINE AND ONE ANOTHER. 4. COPPER WATER SERVICE SHOWN, SIMILAR INSTALLATION FOR COPPER AIR -VAC OR BLOW -OFF PIPING. ZINC ANODE FOR COPPER SERVICE LATERALS SCALE: NONE 30" 3 _AN FOR !ING 9" TEST BOX COVER ISOMETRIC TEST BOX COVER PLAN TEST BOX ISOMETRIC SECTION MATERIALS: Q1 COVER: ASTM A 48 CLASS 30. NOTES: z" 1. THE COVER SHALL HAVE CASTED MARKING IN 1/2" HIGH RAISED LETTERS. 2. RING AND COVER SHALL BE H-20 TRAFFIC RATED. CONCRETE TEST BOX n SCALE: NONE 12 AWG THWN LEAD WIRE (WHITE) T SHRINK SLEEVE BRAZE CONNECTION WITH HEAT SHRINK SEAL SPECIAL BACKFILL 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE ZINC INGOT WIRE CORE CLOTH BAG INGOT WEIGHT: 30 LBS NOTE: 1. SEE SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. SIMILAR TO MAGNESIUM ANODE INSTALLATION. ZINC ANODE n SCALE: NONE 1 FOR TEXT, 3 SEE NOTE 3. J� SEE NOTE 2 WIRE LABEL DETAIL STATION LABEL / SEE NOTE 1 2" 1/2" WIRE LABEL CPTS# (CATHODIC PROTECTION TEST STATION NUMBERING) NOTES: CPTS#1, 2, 31 ......N 1. CABLES SHALL BE TAGGED USING TIMES ROMAN 10 POINT FONT. 2. TEXT SHALL BE PRESENTED IN MATERIALS: THE FOLLOWING ORDER: - TYPE OF INSTALLATION Q7 CABLE: AWG ASTM - STATIONING 88 & B3. - PIPE DIAMETER 0 LABEL: FILE FOLDER, SELF - PIPE MATERIAL ADHESIVE WHITE 2/3" X 3 WIRE DIRECTIONAL ORIENTATION Q3 SLEEVE: HEAT SHRINK, NORTH POLYOLEFIN, CLEAR THIN SOUTH WALL TUBING. EAST WEST 3. PLACE SLEEVE AFTER ATTACHMENT OF LABEL TO CABLE. 4. BRASS TAGS MAY BE USED WITH APPROVAL FROM THE ENGINEER. WIRE IDENTIFICATION n SCALE: NONE NO. 12 AWG THWN (WHITE)ANODE LEAD BRONZE, HIGH STRENGTH COPPER ALLOY, OR STAINLESS STEEL TYPE 315 SCREW, 1/4 INCH DIA. BRONZE, HIGH STRENGTH COPPER ALLOY, OR STAINLESS STEEL TYPE 316 SCREW, 5/16 INCH DIA., TYP. TWO PIECE HEAVY DUTY BRONZE OR HIGH STRENGTH COPPER ALLOY GROUND CLAMP SUITABLE FOR DIRECT BURIAL. ILSCO ELEC CONNECTOR TYPE "BGC" OR EQUAL. NOTES: 1. COAT ENTIRE GROUND CONNECTOR WITH NO -OX ELECTRICAL GREASE NORMALLY USED FOR CONNECTING ALUMINUM WIRE TO COPPER LUGS. BRASS MECHANICAL CLAMP SCALE: NONE