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+ 1 2 — D p 0. � T C i 20 10 0 20 40 7 SCALE: 1'=20' a w F- LL o IIIIIIIIIIg�Of U LL � � U rnCD REMOVE ±6,428 SF EXISTING CONCRETE i M, n 3 12" MIN. L 3 n REMOVE ±215 LF EXISTING VERTICAL CURB Z/ p 3 ® 5 — S� —S- ----5---0 S —S— S—— --S--O ----5--_ RELOCATE EXITING LITE AND ELECTRICAL PULL BOX o D p o CONCRETE TOPOGRAPHY AND DEMOLITION PLAN SAWCUT ±219 LF EXISTING 4' DIA. KNCCK OU iS VATH GASKETS NOTE: D -BOX SHALL HAVE WATERTIGHT INLETS AND OUTLETS r 2" INLET IPI ;-�1 ; -�1 OUTLET 1!\I IIIL]II L � / 15" DEiTH =-1 �, MIN. �2"MINI I• 25" -I �-14'— 1 5 OUTLET DISTRIBUTION BOX N.T.S. 1 2 3 BACKFILL p' NFILTRATOR CHAMBER PER = ;� DETAIL THIS _ SHEET 11_4" 11_4n a 2P 10' CLEW 21 ;D WIDE TRENCH T WIDE TRENCH 2 INFILTRATOR CHAMBER TRENCH SECTION INFILTRATOR SYSTEMS INC. DUICK! EQUALIZER 2! CHAMBER PRODUCT SPECIFICATION TOP WEW INSPECTION PORT WICK. EWALMER N MULTIPORT END CAP 53 —t SbE VMW ENOVIEW /110 �L,�r�{rIm 11• 1P' ��dU II I� II gifi'+{ 6 INVERT INFILTRATOR CHAMBER DETAIL a s s 7 8 1 9 10 11 12 _ — _ _ — 20 10 0 20 40 S— SCALEi'=20' Es —®3 _ S 1 4" INV. 26.10 E 4" INV. 25.97 ,S 2 1 — — —�-1 10' to' — n 5 —5- 28.40' 3.5' 3.5' 3.5' 43' 43' 3.5' 3.5' 3.5' 11.24' 4" INV. 25.66 — - s — — -� 3 6 4 INV. 25.49 NIS a p 43 OF Cl"BER IMV, 25.0 43 LF CHAMBER INV. 25.0 y TYP 6 5 5 6 TYP 43 if CH1lBEIt IMV, 25.0 43 LF CKWBER INN. 25.0 I C 8� TYP 7 s 5 7 TYP H 43 IF MUIBER INV. 25.0 43 LF UMBER INN. 25.0 � D p p o DI PROPOSED SEPTIC SYSTEM IMPROVEMENT PLAN d CAST IRON COVE& .. READS "SANITARY 18"x18" PAD 28 DAY 4000 PSI CONCRETE THREADED CLEAN-OUT PLUG GRADE OR CAST IRON CLEAN-OUT PAVEMENT rrF PER PLAN SANITARY SEWER PIPING ss-tt o. `- SS -1 PLACE 14 LF 4" PVC SDR -35 S=0.0104 SS -2 PLACE 31 LF 4" PJC SDR -35 S=0.0104 CLEAN—OUT BOX I NOTE' INDEPENDENT OF PIPE SEWER PIPING SHALL HAVE SUFFICIENT COVER TO MEET AND THEREFORE IS V SAN JOAQUIN COUNTY AND MANUFACTURER COVER FREE TO MOVE WITH 4" PVC SDR -53 REQUIREMENTS THE SETTLE— MENT OF THE GUIDE 4 CLEAN OUT N.T.S. UTILITY NOTES KEY NOTES Q 1. APPLICATION FOR ANY SANITATION PERMIT REQUIRED BY SECTION 9-110.3 OF THE ORDINANCE 1, EXACT HORIZONTAL AND VERTICAL ELEVATION OF EXISTING SEPTIC SYSTEM AT THE POINT OF CODE OF SAN JOAQUIN COUNTY SHALL BE MADE BY THE OWNER OF THE PROPERTY INVOLVED CONNECTION TO BE DETERMINED BY CONTRACTOR, CONTRACTOR SHALL NOTIFY ENGINEER IF OR HIS AUTHORIZED REPRESENTATIVE, IF OWNER'S REPRESENTATIVE IS OTHER THAN A EXISTING PIPE INVERT ELEVATION AT THE POINT OF CONNECTION DIFFERS FROM ELEVATION CONTRACTOR LICENSED BY THE STATE OF CU.UFORNIA, AND IS NOT DLEMPT UNDER SECTION SHOWN IN PLANS. 7044 OF THE BUSINESS AND PROFESSIONS CODE OR SECTION 3800 OF THE LABOR CODE, 2• SEPTIC SEWER LINE CLEJ4-OUT PER DETAIL 4 THIS SHEET. CLEAN-OUT TO BE ADJUSTED TO 7HE APPLICATION FOR THE SANITATION PERMIT WILL NOT BE ACCEPTED, IT IS THE FINISH GRADE RESPONSIBILITY OF ANY AND ALL PERSONS PERFORMING ANY PART OF THE REPAIR OR INSTALLATION OF A SEPTIC SYSTEM TO ASCERTAIN THAT A VALID SANITATION PERMIT HAS BEEN 3, DISTRIBUTION BOX PER DETAIL 1 THIS SHEET, ISSUED BY THE DIRECTOR OF ENVIRONMENTAL HEALTH PRIOR TO THE INITIATION OF ANY 4, LIMITS OF CONSTRUCTION, REPAIR OR INSTALLATION. (ORDINANCE 3675) 5. CONSTRUCT LEACH LINE TRENCH PER DETAIL 2 THIS SHEET. 2. PIPEIJNE TRENCHES (WITH THE IXCPETION OF THE (EACH LINE TRENCHES) SHALL BE IXCAVATED, BACKFILLED AND COMPACTED PER SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS 6. INSTALL 4" PVC SDR -35 SOLID WALL PIPE BETWEEN EACH CHAMBER ROW AND DRAWING NO. R-29. USE SELECT NATIVE BACKFILL OR IMPORTED GRANULAR MATERIAL WITH A CORRESPONDING DISTRIBUTION BOX AND BETWEEN SEEPAGE PITS. SAND EQUIVALENT OF NOT LESS THAN 20, 7, PROPOSED 42" DIAMETER SEEPAGE PIT TO A MAXIMUM DEPTH OF 25' 3. LEACH LINES SHALL BE WATER TIGHT BETWEEN TANK AND LEACH FIELD. (3 SEE PAGE PITS PER LEACH LINE, TYP.) M1. SEPTIC SYSTEM IMPROVEMENTS SHALL BE INSTALLED PER THE SNR JOAQUIN COUNTY ONSITE WASTEWATER TREATMENT SYSTEMS STANDARDS (LATEST EDITOR). ABBREVIATIONS UTILITY LEGEND ABBREVIATION DESCRIPTION E EAST PROPOSED SANITARY SEWER LEACH LINE MH MAINTENANCE HOLE —� PROPOSED SANITARY SEWER LINE N NORTH • PROPOSED SANITARY SEWER CLEAN-OUT S SOUTH SS SANITARY SEWER -_ - LIMITS OF WORK VERT VERTICAL W WEST 7 8 9 10 11 12 x c� S $Yg sRs ¢lo5q� i x.e6Ea (F• �^w r.�8 ��g vSDi m k Sao q j 1g v1 v1 FyGok �9NN SAM `fie �y D p 0. � C 12" MIN. L 3 n REMOVE ±215 LF EXISTING VERTICAL CURB Z/ p 3 ® 5 — S� —S- ----5---0 S —S— S—— --S--O ----5--_ RELOCATE EXITING LITE AND ELECTRICAL PULL BOX o D p o CONCRETE TOPOGRAPHY AND DEMOLITION PLAN SAWCUT ±219 LF EXISTING 4' DIA. KNCCK OU iS VATH GASKETS NOTE: D -BOX SHALL HAVE WATERTIGHT INLETS AND OUTLETS r 2" INLET IPI ;-�1 ; -�1 OUTLET 1!\I IIIL]II L � / 15" DEiTH =-1 �, MIN. �2"MINI I• 25" -I �-14'— 1 5 OUTLET DISTRIBUTION BOX N.T.S. 1 2 3 BACKFILL p' NFILTRATOR CHAMBER PER = ;� DETAIL THIS _ SHEET 11_4" 11_4n a 2P 10' CLEW 21 ;D WIDE TRENCH T WIDE TRENCH 2 INFILTRATOR CHAMBER TRENCH SECTION INFILTRATOR SYSTEMS INC. DUICK! EQUALIZER 2! CHAMBER PRODUCT SPECIFICATION TOP WEW INSPECTION PORT WICK. EWALMER N MULTIPORT END CAP 53 —t SbE VMW ENOVIEW /110 �L,�r�{rIm 11• 1P' ��dU II I� II gifi'+{ 6 INVERT INFILTRATOR CHAMBER DETAIL a s s 7 8 1 9 10 11 12 _ — _ _ — 20 10 0 20 40 S— SCALEi'=20' Es —®3 _ S 1 4" INV. 26.10 E 4" INV. 25.97 ,S 2 1 — — —�-1 10' to' — n 5 —5- 28.40' 3.5' 3.5' 3.5' 43' 43' 3.5' 3.5' 3.5' 11.24' 4" INV. 25.66 — - s — — -� 3 6 4 INV. 25.49 NIS a p 43 OF Cl"BER IMV, 25.0 43 LF CHAMBER INV. 25.0 y TYP 6 5 5 6 TYP 43 if CH1lBEIt IMV, 25.0 43 LF CKWBER INN. 25.0 I C 8� TYP 7 s 5 7 TYP H 43 IF MUIBER INV. 25.0 43 LF UMBER INN. 25.0 � D p p o DI PROPOSED SEPTIC SYSTEM IMPROVEMENT PLAN d CAST IRON COVE& .. READS "SANITARY 18"x18" PAD 28 DAY 4000 PSI CONCRETE THREADED CLEAN-OUT PLUG GRADE OR CAST IRON CLEAN-OUT PAVEMENT rrF PER PLAN SANITARY SEWER PIPING ss-tt o. `- SS -1 PLACE 14 LF 4" PVC SDR -35 S=0.0104 SS -2 PLACE 31 LF 4" PJC SDR -35 S=0.0104 CLEAN—OUT BOX I NOTE' INDEPENDENT OF PIPE SEWER PIPING SHALL HAVE SUFFICIENT COVER TO MEET AND THEREFORE IS V SAN JOAQUIN COUNTY AND MANUFACTURER COVER FREE TO MOVE WITH 4" PVC SDR -53 REQUIREMENTS THE SETTLE— MENT OF THE GUIDE 4 CLEAN OUT N.T.S. UTILITY NOTES KEY NOTES Q 1. APPLICATION FOR ANY SANITATION PERMIT REQUIRED BY SECTION 9-110.3 OF THE ORDINANCE 1, EXACT HORIZONTAL AND VERTICAL ELEVATION OF EXISTING SEPTIC SYSTEM AT THE POINT OF CODE OF SAN JOAQUIN COUNTY SHALL BE MADE BY THE OWNER OF THE PROPERTY INVOLVED CONNECTION TO BE DETERMINED BY CONTRACTOR, CONTRACTOR SHALL NOTIFY ENGINEER IF OR HIS AUTHORIZED REPRESENTATIVE, IF OWNER'S REPRESENTATIVE IS OTHER THAN A EXISTING PIPE INVERT ELEVATION AT THE POINT OF CONNECTION DIFFERS FROM ELEVATION CONTRACTOR LICENSED BY THE STATE OF CU.UFORNIA, AND IS NOT DLEMPT UNDER SECTION SHOWN IN PLANS. 7044 OF THE BUSINESS AND PROFESSIONS CODE OR SECTION 3800 OF THE LABOR CODE, 2• SEPTIC SEWER LINE CLEJ4-OUT PER DETAIL 4 THIS SHEET. CLEAN-OUT TO BE ADJUSTED TO 7HE APPLICATION FOR THE SANITATION PERMIT WILL NOT BE ACCEPTED, IT IS THE FINISH GRADE RESPONSIBILITY OF ANY AND ALL PERSONS PERFORMING ANY PART OF THE REPAIR OR INSTALLATION OF A SEPTIC SYSTEM TO ASCERTAIN THAT A VALID SANITATION PERMIT HAS BEEN 3, DISTRIBUTION BOX PER DETAIL 1 THIS SHEET, ISSUED BY THE DIRECTOR OF ENVIRONMENTAL HEALTH PRIOR TO THE INITIATION OF ANY 4, LIMITS OF CONSTRUCTION, REPAIR OR INSTALLATION. (ORDINANCE 3675) 5. CONSTRUCT LEACH LINE TRENCH PER DETAIL 2 THIS SHEET. 2. PIPEIJNE TRENCHES (WITH THE IXCPETION OF THE (EACH LINE TRENCHES) SHALL BE IXCAVATED, BACKFILLED AND COMPACTED PER SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS 6. INSTALL 4" PVC SDR -35 SOLID WALL PIPE BETWEEN EACH CHAMBER ROW AND DRAWING NO. R-29. USE SELECT NATIVE BACKFILL OR IMPORTED GRANULAR MATERIAL WITH A CORRESPONDING DISTRIBUTION BOX AND BETWEEN SEEPAGE PITS. SAND EQUIVALENT OF NOT LESS THAN 20, 7, PROPOSED 42" DIAMETER SEEPAGE PIT TO A MAXIMUM DEPTH OF 25' 3. LEACH LINES SHALL BE WATER TIGHT BETWEEN TANK AND LEACH FIELD. (3 SEE PAGE PITS PER LEACH LINE, TYP.) M1. SEPTIC SYSTEM IMPROVEMENTS SHALL BE INSTALLED PER THE SNR JOAQUIN COUNTY ONSITE WASTEWATER TREATMENT SYSTEMS STANDARDS (LATEST EDITOR). ABBREVIATIONS UTILITY LEGEND ABBREVIATION DESCRIPTION E EAST PROPOSED SANITARY SEWER LEACH LINE MH MAINTENANCE HOLE —� PROPOSED SANITARY SEWER LINE N NORTH • PROPOSED SANITARY SEWER CLEAN-OUT S SOUTH SS SANITARY SEWER -_ - LIMITS OF WORK VERT VERTICAL W WEST 7 8 9 10 11 12 x c� S $Yg sRs ¢lo5q� i x.e6Ea (F• �^w r.�8 ��g vSDi m k Sao q j 1g v1 v1 FyGok �9NN SAM `fie �y C99 U 7 Q J d W W H } In U H Cl* a w F- LL o IIIIIIIIIIg�Of U LL � � U rnCD z � i o u w F � C99 U 7 Q J d W W H } In U H Cl* a w F- o U LL � � U rnCD z � i o u w F � e j o h U PertnitSeal �C DgtnDsra 5i4natws: w Z H W I= 8�1 Projxt En4'uMr. BRIW VERCH Projxt Number. 1117-0700 < Fie Name: CO.OI.dK9 AR BV BV 08.04.17 D.n. Ch Fd. Quin. MM.OD.YY �No. C0.01C0.o1 Revision Sheet No. 0 1 DT 1