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HWY 99 & FRENCH CAMP ROAD <br />A.P.N. 201 -030-014 <br />LOCATION MAP <br />I <br />No. <br />SHEET INDEX <br />COUNTY APPROVAL <br />V) <br />Z <br />TITLE SHEET <br />2 YARD FACILITYS <br />(LO <br />ARCH RD <br />B_ I BUILDING PLAN <br />B - 2 BUILDING ELEVATIONS <br />F_ I FOUNDATION PLAN <br />w <br />EQ- I PLANT EQUIPMENT <br />EQ- 2 PLANT EQUIPMENT <br />EQ- 3 PUMP DATA <br />P - 1 PLANT DRAIN E <br />co <br />WATEk) SUPPLY <br />�..•\ <br />P-2 PLANT PIPING <br />METROPOLITAN <br />E - I ELECTRICAL <br />E-2 PLANT LIGHTING <br />AIRPORT <br />LOCATION MAP <br />I <br />No. <br />RENCH CAMPIIS FOLF A RV PARK <br />7 n__lEA7MEN7 PLAN7 FAC&§7Y <br />L <br />COUNTY APPROVAL <br />V) <br />Z <br />(LO <br />ARCH RD <br />w <br />PgCN <br />STOCKTON <br />co <br />�..•\ <br />METROPOLITAN <br />AIRPORT <br />G9� <br />... —... <br />�11Z��j05.. <br />-�....�...�... <br />F <br />U) <br />SITE <br />FNc <br />wCgMP <br />T Q <br />Q <br />ROTH R <br />_Z. <br />o <br />I2p ti <br />U)j <br />O <br />Z <br />T • "S Q R' <br />u� <br />Z <br />D <br />NORTHLAND RD <br />Q <br />LATHROP RD <br />LOCATION MAP <br />I <br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />I <br />Ell <br />PROPOSED <br />TREATMENT <br />PLANT SITE <br />r <br />0 <br />z <br />w <br />w <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />GENERAL NOTES <br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE <br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA <br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS, <br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES, <br />APPLICABLE LAWS OR REGULATIONS. <br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS <br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING <br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND <br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN <br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER". <br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF <br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE <br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND <br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL <br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING <br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE <br />PROCEEDING WITH WORK. <br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE <br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED <br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE <br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES <br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO <br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER <br />CONDITIONS AFFECTING HIS WORK. <br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW, <br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE <br />FROM DEFECTS. <br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING <br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING <br />CONCRETE FOOTINGS AND SLAB. <br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING <br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY <br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF <br />THE WORK. <br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A <br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T <br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�, <br />BUILDING CODE DATA <br />OCCUPANCY GROUP -------------- B -DIVISION 4 <br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES <br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR <br />SPRINKLERS ------------------- NO <br />STORIES ---------------------- ONE <br />HEIGHT ----------------------- 15 FT. EAV£ HT. <br />FLOOR AREA ------------------- 2.400 SQ. FT. <br />DIPECTORY <br />OWNER, CANADA COVE, LIMITED PARTNERSHIP <br />°% GEN GAL A55OGIATE5 <br />G20 EAST ST CHARLES STREET <br />SAN ANDRIA5. CA 95249 <br />ATTN: ROGER D RUMPH P.E. <br />PLANT EQUIPMENT/ PLANT DESIGN= <br />AQUAGLEAR TECHNOLOGIES. INC. <br />325 SHOKELINE DRIVE <br />LIBERTY LAKE, WA 99019 <br />C509) 255-0003 <br />ENGINEERING, <br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC. <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE. GA 95624 <br />C91G) 080-5445 <br />FOUNDATION= <br />ROSE'S ENGINEERING -GEOLOGY <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE, GA 95624 <br />C91G) GBG -5445 <br />ATTNt BARRY HAYCOCK PE. <br />ELECTRICAL= <br />GEORGE VICE ELECTRIC. INC. <br />P.O. BOX 1115 <br />ELK GROVE, CA 95759 <br />C91G) 085-5349 <br />METAL BUILDING= <br />�I��zR►>` STSEt_ FRAME <br />ArM-. SACK e,TAQK <br />--- It -- -- -- 20,000 GAL —f -- — — <br />--I� --- <br />TPEATMENT FACILITY LAYOUT <br />SEG- yWrt Tom G6114tU� <br />SCALE= 1'=20' <br />�o QPQFESS ag�� <br />Exp. 4 r <br />*° f L ° <br />SHEET TITLE: <br />TITLE SHEET <br />TANK NOTES AND SPECIFICATIONS <br />SURVEYED BY: <br />DRAWN BY: RWF <br />DESIGNED BY: JWF <br />CHECKED BY: RPR <br />EATSEP, 94 <br />AS NOTED <br />+ SURVEYING ING. <br />SHEET No. <br />1 <br />OF <br />No. <br />RENCH CAMPIIS FOLF A RV PARK <br />7 n__lEA7MEN7 PLAN7 FAC&§7Y <br />L <br />COUNTY APPROVAL <br />V) <br />Z <br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />I <br />Ell <br />PROPOSED <br />TREATMENT <br />PLANT SITE <br />r <br />0 <br />z <br />w <br />w <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />GENERAL NOTES <br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE <br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA <br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS, <br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES, <br />APPLICABLE LAWS OR REGULATIONS. <br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS <br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING <br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND <br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN <br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER". <br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF <br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE <br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND <br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL <br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING <br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE <br />PROCEEDING WITH WORK. <br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE <br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED <br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE <br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES <br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO <br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER <br />CONDITIONS AFFECTING HIS WORK. <br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW, <br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE <br />FROM DEFECTS. <br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING <br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING <br />CONCRETE FOOTINGS AND SLAB. <br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING <br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY <br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF <br />THE WORK. <br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A <br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T <br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�, <br />BUILDING CODE DATA <br />OCCUPANCY GROUP -------------- B -DIVISION 4 <br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES <br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR <br />SPRINKLERS ------------------- NO <br />STORIES ---------------------- ONE <br />HEIGHT ----------------------- 15 FT. EAV£ HT. <br />FLOOR AREA ------------------- 2.400 SQ. FT. <br />DIPECTORY <br />OWNER, CANADA COVE, LIMITED PARTNERSHIP <br />°% GEN GAL A55OGIATE5 <br />G20 EAST ST CHARLES STREET <br />SAN ANDRIA5. CA 95249 <br />ATTN: ROGER D RUMPH P.E. <br />PLANT EQUIPMENT/ PLANT DESIGN= <br />AQUAGLEAR TECHNOLOGIES. INC. <br />325 SHOKELINE DRIVE <br />LIBERTY LAKE, WA 99019 <br />C509) 255-0003 <br />ENGINEERING, <br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC. <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE. GA 95624 <br />C91G) 080-5445 <br />FOUNDATION= <br />ROSE'S ENGINEERING -GEOLOGY <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE, GA 95624 <br />C91G) GBG -5445 <br />ATTNt BARRY HAYCOCK PE. <br />ELECTRICAL= <br />GEORGE VICE ELECTRIC. INC. <br />P.O. BOX 1115 <br />ELK GROVE, CA 95759 <br />C91G) 085-5349 <br />METAL BUILDING= <br />�I��zR►>` STSEt_ FRAME <br />ArM-. SACK e,TAQK <br />--- It -- -- -- 20,000 GAL —f -- — — <br />--I� --- <br />TPEATMENT FACILITY LAYOUT <br />SEG- yWrt Tom G6114tU� <br />SCALE= 1'=20' <br />�o QPQFESS ag�� <br />Exp. 4 r <br />*° f L ° <br />SHEET TITLE: <br />TITLE SHEET <br />TANK NOTES AND SPECIFICATIONS <br />SURVEYED BY: <br />DRAWN BY: RWF <br />DESIGNED BY: JWF <br />CHECKED BY: RPR <br />EATSEP, 94 <br />AS NOTED <br />+ SURVEYING ING. <br />SHEET No. <br />1 <br />OF <br />No. <br />DESCRIPTION <br />COUNTY APPROVAL <br />V) <br />Z <br />O <br />N <br />w <br />ROSE'S ENGINEERING - GEOLOGY & SURVEYNI C. <br />9070 ELK GROVE BLVD. ELK GROVE, CALIFORNIA 95624 <br />(916) 686-5445 <br />I <br />Ell <br />PROPOSED <br />TREATMENT <br />PLANT SITE <br />r <br />0 <br />z <br />w <br />w <br />PROJECT: <br />WASTEWATER AND RECLAMATION SYSTEM <br />FRENCH CAMP GOLF & RV PARK <br />FRENCH CAMP CA, <br />GENERAL NOTES <br />1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE <br />WITH THE LATEST RULES AND REGULATIONS OF THE CALIFORNIA <br />ADMINISTRATIVE CODE, TITLE 24, STATE BUILDING STANDARDS, <br />NATIONAL ELECTRICAL CODE, LOCAL CITY AND COUNTY CODES, <br />APPLICABLE LAWS OR REGULATIONS. <br />2. THE INTENTION OF THE DRAWINGS AND SPECIFICATIONS IS <br />TO MAKE A COMPLETE JOB AND SHALL INCLUDE EVERYTHING <br />REASONABLE IMPLIED OR INTENDED TO BE FURNISHED AND <br />INSTALLED, UNLESS SPECIFICALLY DESIGNATED NOT IN <br />CONTRACT (N.I.C.) OR "FURNISHED BY OWNER". <br />3. THE DRAWINGS INDICATE SCHEMATICALLY THE LAYOUTS OF <br />EQUIPMENT, ACCESSORIES AND SYSTEMS AND SHALL BE <br />FOLLOWED AS CLOSELY AS POSSIBLE. OTHER DRAWINGS AND <br />ACTUAL FIELD CONDITIONS SHALL BE EXAMINED, NOTING ALL <br />CONDITIONS THAT MAY AFFECT THIS WORK. REPORT CONFLICTING <br />CONDITIONS TO THE ENGINEER FOR ADJUSTMENT BEFORE <br />PROCEEDING WITH WORK. <br />4. THE CONTRACTOR SHALL BE HELD TO HAVE VISITED THE <br />SITE, CHECKED EXISTING CONDITIONS, AND SATISFIED <br />HIMSELF AS TO THE CONDITIONS UNDER WHICH WORK IS TO BE <br />PERFORMED BEFORE SUBMITTING HIS BID. NO ALLOWANCES <br />SHALL BE MADE IN HIS BEHALF FOR ANY EXTRA EXPENSE TO <br />WHICH HE MAY PUT DUE TO FAILURE OR NEGLECT TO DISCOVER <br />CONDITIONS AFFECTING HIS WORK. <br />5. UNLESS OTHERWISE NOTED, ALL MATERIAL SHALL BE NEW, <br />OF THE TYPE, CAPACITY AND QUALITY SPECIFIED AND FREE <br />FROM DEFECTS. <br />6. THE CONTRACTOR SHALL VERIFY ALL METAL BUILDING <br />DIMENSIONS AND ANCHOR BOLT LOCATIONS PRIOR TO POURING <br />CONCRETE FOOTINGS AND SLAB. <br />7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING <br />ALL NECESSARY APPROVALS AND BUILDING PERMITS REQUIRED BY <br />THE AGENCIES HAVING JURISDICTION OVER HIS PORTION OF <br />THE WORK. <br />8 • AcG PU/77PS qr0 rl7oL/ 77' :7' G/V A 81.E,e 1.U17W A <br />2EPi9/2 ED .4�t/.O 2EPL�GE/] !�//Tfi'OC/T <br />i�l� THE LE`I/E�. off- .Ciy��i�o i�r/ T,yE TALI/,�, <br />BUILDING CODE DATA <br />OCCUPANCY GROUP -------------- B -DIVISION 4 <br />DESCRIPTION OF USE ----------- WASTE TREATMENT FACILITIES <br />TYPE OF CONSTRUCTION --------- METAL/NO HOUR <br />SPRINKLERS ------------------- NO <br />STORIES ---------------------- ONE <br />HEIGHT ----------------------- 15 FT. EAV£ HT. <br />FLOOR AREA ------------------- 2.400 SQ. FT. <br />DIPECTORY <br />OWNER, CANADA COVE, LIMITED PARTNERSHIP <br />°% GEN GAL A55OGIATE5 <br />G20 EAST ST CHARLES STREET <br />SAN ANDRIA5. CA 95249 <br />ATTN: ROGER D RUMPH P.E. <br />PLANT EQUIPMENT/ PLANT DESIGN= <br />AQUAGLEAR TECHNOLOGIES. INC. <br />325 SHOKELINE DRIVE <br />LIBERTY LAKE, WA 99019 <br />C509) 255-0003 <br />ENGINEERING, <br />R05E'5 ENGINEERING -GEOLOGY + SURVEYING INC. <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE. GA 95624 <br />C91G) 080-5445 <br />FOUNDATION= <br />ROSE'S ENGINEERING -GEOLOGY <br />9070 ELK GROVE BOULEVARD <br />ELK GROVE, GA 95624 <br />C91G) GBG -5445 <br />ATTNt BARRY HAYCOCK PE. <br />ELECTRICAL= <br />GEORGE VICE ELECTRIC. INC. <br />P.O. BOX 1115 <br />ELK GROVE, CA 95759 <br />C91G) 085-5349 <br />METAL BUILDING= <br />�I��zR►>` STSEt_ FRAME <br />ArM-. SACK e,TAQK <br />--- It -- -- -- 20,000 GAL —f -- — — <br />--I� --- <br />TPEATMENT FACILITY LAYOUT <br />SEG- yWrt Tom G6114tU� <br />SCALE= 1'=20' <br />�o QPQFESS ag�� <br />Exp. 4 r <br />*° f L ° <br />SHEET TITLE: <br />TITLE SHEET <br />TANK NOTES AND SPECIFICATIONS <br />SURVEYED BY: <br />DRAWN BY: RWF <br />DESIGNED BY: JWF <br />CHECKED BY: RPR <br />EATSEP, 94 <br />AS NOTED <br />+ SURVEYING ING. <br />SHEET No. <br />1 <br />OF <br />