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0 <br />I <br />i <br />0 <br />0 <br />I <br />PROPERTY LINE <br />PROPERTY LINE <br />PROPERTY LINE <br />SEE SHEET No. C2.1 <br />SDCO <br />71.29 <br />67.65 <br />22LF 6"SD S= <br />67.4E <br />1LF 8"SD S <br />SDCO <br />71.11 <br />2LF 8"SD <br />67.46F1 <br />12LF 6"SD S: <br />SDCO <br />SDCO <br />12LF 6"SD <br />2LF 8"SD <br />SDCO <br />67.8: <br />67.7i <br />iLF 8"SD <br />57.76FU <br />22LF 6"SD <br />SDCO <br />,E <br />,E <br />SDCC <br />71.2. <br />65.8: <br />18LF 6"SD <br />i N <br />I <br />.I' <br />71.43RIM -� <br />S5RIM 1 ... . <br />1 <br />qq �" <br />1 I <br />I ! I I <br />... .... n .. .. <br />i 1 .. .. 11 <br />SFL 6 N <br />68.09FL 4 NW FF- 71.50 <br />`I 1 <br />.. r. �r vol <br />1 .. .... .... <br />1 <br />I I I I <br />20 <br />10 <br />0 <br />20 <br />PROJECT NUMBER 1520100 <br />j. <br />1 " <br />= 20' <br />i <br />0 <br />I <br />i <br />0 <br />0 <br />I <br />PROPERTY LINE <br />PROPERTY LINE <br />PROPERTY LINE <br />SEE SHEET No. C2.1 <br />SDCO <br />71.29 <br />67.65 <br />22LF 6"SD S= <br />67.4E <br />1LF 8"SD S <br />SDCO <br />71.11 <br />2LF 8"SD <br />67.46F1 <br />12LF 6"SD S: <br />SDCO <br />SDCO <br />12LF 6"SD <br />2LF 8"SD <br />SDCO <br />67.8: <br />67.7i <br />iLF 8"SD <br />57.76FU <br />22LF 6"SD <br />SDCO <br />,E <br />,E <br />SDCC <br />71.2. <br />65.8: <br />18LF 6"SD <br />i N <br />I <br />.I' <br />71.43RIM -� <br />S5RIM 1 ... . <br />1 <br />qq �" <br />1 I <br />I ! I I <br />... .... n .. .. <br />i 1 .. .. 11 <br />SFL 6 N <br />68.09FL 4 NW FF- 71.50 <br />`I 1 <br />.. r. �r vol <br />1 .. .... .... <br />1 <br />I I I I <br />20 <br />10 <br />0 <br />20 <br />PROJECT NUMBER 1520100 <br />O <br />1 " <br />= 20' <br />KEY NOTES <br />THIS PLAN SET SHALL ONLY BE UTILIZED TO CONSTRUCT THE SEPTIC <br />SYTEM IMPROVEMENTS. <br />CONTRACTOR SHALL REVIEW PIAN SET TITLED 'CML IMPROVEMENT <br />PIANS FOR COLONY OAK K-8 SCHOOL, RIPON UNIFIED SCHOOL <br />DISTRICT, CALIFORNIA" PERPARED BY NORTHSTAR ENGINEERING GROUP <br />FOR ALL OTHER CML IMPROVEMENTS. IF A CONFLICT IS FOUND <br />BETWEEN "CML IMPROVEMENT PLANS FOR COLONY OAK K-8 SCHOOL, <br />RIPON UNIFIED SCHOOL DISTRICT, CALIFORNIA' AND THIS PLAN SET, <br />CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY. <br />ED CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN <br />COUNTY STANDARDS WITH APPROPRIATE FITTINGS AND REDUCER. <br />CONTRACTOR SHALL VERIFY THE LOCATIONS OF THE UTILITY <br />CONNECTIONS WITH THE PLUMBING PLANS PRIOR TO CONSTRUCTION OF <br />PROPOSED STUBS AND STUB 5 FEET FROM THE FACE OF THE <br />BUILDING. <br />(ED CONTRACTOR SHALL INSTALL SEWER MANHOLE PER SAN JOAQUIN <br />COUNTY STANDARDS AND SPECIFICATIONS. <br />® CONTRACTOR SHALL EXCAVATE EXISTING SEWER UNE TO VERIFY THE <br />HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO THE INSTALLATION OF <br />THE SEWER STRUCTURE/PIPE. CONTRACTOR SHALL INFORM THE <br />ENGINEER IF THE ALIGNMENTS ARE DIFFERENT THAN SHOWN. <br />CONTRACTOR SHALL CONNECT TO STUB PER SAN JOAQUIN COUNTY <br />STANDARDS AND SPECIFICATIONS. <br />® CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN <br />COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL ON <br />SHEET C1.2 FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL 4,000 GALLON PRIMARY SEPTIC TANK PER <br />SAN JOAQUIN COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE <br />DETAIL ON SHEET C1.2 FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL SEWER LEACH FIELD IN ACCORDANCE WITH <br />SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS. SEE DETAILS <br />ON SHEET C1.2 FOR CALCULATIONS AND ADDITIONAL INFORMATION. <br />CONTRACTOR SHALL COORDINATE WITH SAN JOAQUIN COUNTY FOR ANY <br />INSPECTION DURING CONSTRUCTION BY COUNTY PERSONNEL. <br />® PROPOSED 1009. LEACH FIELD EXPANSION AREA PER SAN JOAQUIN <br />COUNTY STANDARDS AND SPECIFICATIONS. <br />® 150 FEET WATER WELL SETBACK RADIUS LINE. <br />m CONTRACTOR SHALL NYSE EXTREME CAUTION* WHEN INSTALLING SEWER <br />NEAR EXISTING UHLIIES. CONTRACTOR SHALL ENSURE THAT THERE IS <br />ADEQUATE SEPARATION BETWEEN THE PROPOSED SEWER AND EXISTING <br />UTILITIES. CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENT OF ANY <br />CONFLICT. <br />® NYSE EXTREME CAUTION' TO AVOID UNDERGROUND UTILITIES WHEN <br />INSTAWNG FOOTINGS FOR WALLS AND FENCES AT ALL UTILITY <br />WALL/FENCE CROSSING. <br />m CONTRACTOR SHALL INSTALL OBSERVATION WELL PER DETAIL ON SHEET <br />C1.2. <br />® CONTRACTOR SHALL INSTALL SANITARY SEWER UFT STATION PER <br />MANUFACTURER RECOMMENDATIONS AND SAN JOAQUIN COUNTY <br />STANDARD DRAWINGS AND SPECIFICATIONS, SEE DETAILS ON SHEET <br />C1.2 FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL VALVE VAULT TO MERGE DUAL DISCHARGE <br />PIPES PER MANUFACTURER'S RECOMMENDATIONS. SEE SHEET C1.2 FOR <br />ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL LIFT STATION CONTROL PANEL PER <br />MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS ON SHEET CI.2 <br />FOR ADDITIONAL INFORMATION. <br />® CONTRACTOR SHALL INSTALL FLOW METER. <br />® CONTRACTOR SHAINSTALL INSPECTION PIPE AT <br />END OF EACH LEACH <br />UNE PER SAN JOAQUIN COUNTY STANDARDS. SEE DETAIL ON SHEET <br />C1.2. <br />m CONTRACTOR SHALL INSTALL DISTRIBUTION BOX WITH TRIMMER VALVE <br />PER SAN JOAQUIN COUNTY STANDARDS. <br />OPYRIGHT 2017 NORTHSTAR ENGINEERING GROUP, INC <br />CLIENT FOCUSED • PASSION DRIVEN <br />NORTHERN CALIFORNIA <br />1110 IRON POINT ROAD, SUITE 200 <br />FOLSOM <br />CALIFORNIA 95630-8301 <br />TEL: 916-355-9922 <br />www.wlcarchftects.com <br />w J <br />00 <br />u0 <br />X <br />Z V <br />J � <br />a , <br />W �1 <br />Q <br />� 0 <br />U) <br />V Z <br />-0 <br />F- J <br />a0 <br />W V <br />VAST qM--- <br />O, .9 <br />SHEET No. = ja <br />C2.1 <br />SHEET No, <br />C2.2 <br />II <br />KEY PLAN <br />i-, Max Ivan Medina <br />C-24882 <br />9� Ylk 063417 <br />/'Illr.OP (`_ate` <br />CONSULTANT <br />\ Bmowr* Group, Inc. <br />• CML ENGINEERING " SURVEYING - PLANNING <br />620 12th Sheer Modesto, CA 85354 <br />(209) 524-J525 Phone (209) 524-3526 Fax <br />FILE# XX -XX <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />OFFICE OF REGULATION SERVICES <br />[APPL.# 02-115513 <br />AC FLS SS <br />DATE <br />NO DATE BY DESCRIPTION <br />REVISIONS <br />DRAWN: CRW <br />CHECKED: JPE <br />DATE: 06-02-17 <br />O <br />PROJECT NUMBER 1520100 <br />O <br />w <br />�VLL <br />W <br />a <br />LL <br />� <br />U <br />CL <br />Z <br />O <br />a. <br />VAST qM--- <br />O, .9 <br />SHEET No. = ja <br />C2.1 <br />SHEET No, <br />C2.2 <br />II <br />KEY PLAN <br />i-, Max Ivan Medina <br />C-24882 <br />9� Ylk 063417 <br />/'Illr.OP (`_ate` <br />CONSULTANT <br />\ Bmowr* Group, Inc. <br />• CML ENGINEERING " SURVEYING - PLANNING <br />620 12th Sheer Modesto, CA 85354 <br />(209) 524-J525 Phone (209) 524-3526 Fax <br />FILE# XX -XX <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />OFFICE OF REGULATION SERVICES <br />[APPL.# 02-115513 <br />AC FLS SS <br />DATE <br />NO DATE BY DESCRIPTION <br />REVISIONS <br />DRAWN: CRW <br />CHECKED: JPE <br />DATE: 06-02-17 <br />SCALE: AS SHOWN <br />PROJECT NUMBER 1520100 <br />ONSITE SEPTIC <br />SYSTEM PLAN <br />DRAWING �� . <br />NUMBER <br />