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12
<br />3 4 6 7 8
<br />2
<br />20 10 0 20 40
<br />20 10 0 20 40
<br />7
<br />1
<br />SCALE." 20'
<br />SALE. 1 20'
<br />IT INV, 11.10 (E)
<br />4" INV. 25,97(W !'(2
<br />at at lot
<br />0
<br />SS -2
<br />28,40' 3,5' 3.5' 3.5' 43' 43" 3.5' 15' 3.5' 11
<br />t_4zk0 1A ',1,401-1l.4
<br />........... . .. - - - - - ---__-- ----- -
<br />WAvd, Ww
<br />9fr,,U5
<br />",Wn4
<br />RELOCATE EXISTING LITE
<br />REMOVE 6,428 SIF EXISTING CONCRETE 4
<br />4 F NAM R INV, 25,0 43 LF CHAMBER NV, 25.0
<br />AND ELECTRICAL P (J LL BOX c BE
<br />TYP
<br />TYP _Q9
<br />5
<br />43 LF CHAMBER INV, 25.0 43 LF CHAMBER INV. 25,0
<br />7 TYP
<br />TYP 5
<br />CHAMBERI 43 LF INV, 25,0 43 LF CHAMBER INV, 25,0
<br />U_
<br />C,
<br />LL
<br />REMOVE ±215 LF EXISTING VERTICAL CURS
<br />13
<br />4, A*im'm �144L,�* 0��,wa Alr�ZU, *,M," �WMq WYPIA Ki'o'4U4 K,
<br />_RmtIm-"Iftw� -WK-
<br />i4
<br />SAWCUT 219 LF EXISTING CONCRETE
<br />PROPOSED SEPTIC SYSTEM IMPROVEMENT PLAN
<br />'TOPOGRAPHY AND DEMOLITION PLAN
<br />LU
<br />CAST IRON COVER
<br />BACKIFILL, READS "SANITARY"
<br />18"08" PAD 28 DAY. ----
<br />4000 PSI CONCRETE THREADED CLEAN-OUT PLUG
<br />CAST IRON GLEAN -ROUT
<br />GRADE OR---,,,. BOX
<br />PAVEMENT SANITARY SEWER PIPING (ss #
<br />PER PLAN
<br />.......... . . . ..... . . . . . ........ . . ..............
<br />-1 PLACE 14
<br />S=0,0 104
<br />a . t a" 4° P > ` X; SS LF 4" PVC SDR
<br />SS ---2 PLACE 31 LF 4" PVC SDR --35 S=0,0104
<br />TO............. . ........
<br />NOTE:
<br />........... CLEAN-OUT BOX IS-- SEWER PIPING SHALL HAVE SUFFICIENT COVER TO MEET
<br />..... -------
<br />INDEPENDENT OF PIPE SAN JOAQUIN COUNTY AND MANUFACTURER COVER
<br />-INFILTRATOR
<br />AND THEREFORE IS REQUIREMENTS
<br />CHAMBER PER
<br />CD . . . . . ........... . .. ..... -
<br />FREE TO MOVE WITH PVC SDR -53
<br />-HIS THE SETTLE- MENT OF
<br />DETAIL -1
<br />SHEET 'THE GUIDE
<br />......... . .....
<br />I--- UNDERGROUND
<br />11-411 PIPING
<br />21 1 Or CLEAR 21
<br />. ....................... .. . ........
<br />WIDE TRENCH WIDE TRENCH
<br />2 INFILTRATOR CHAMBER TRENCH SECTION 4 CLEAN OUT
<br />N.T.S.
<br />........... . . ..... . ... . ......
<br />0
<br />#
<br />(D UTILITY NOTES KEY NOTES
<br />........... . . ...........
<br />TIC S THE POINT OF
<br />1 APPLICATION FOR ANY SANITATION PERMIT REQUIRED BY SECTION 9-110.3 OF THE ORDINANCE 1, EXACT HORIZONTAL AND VERTICAL ELEVATION OF EXISTING SEP SYSTEM AT
<br />- -- - 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
<br />OR HIS AUTHORIZED REPRESENTATIVE, IF OWNER'S REPRESENTATIVE IS OTHER THAN A EXISTING PIPE INVERT ELEVATION AT THE POINT OF CONNECTION DIFFERS FROM ELEVATION
<br />INFILTRATOR SYSTEMS INC, CONTRACTOR LICENSED BY THE STATE OF CALIFORNIA, AND IS NOT EXEMPT UNDER SECTION SHOWN IN PLANS,
<br />QUICK4 EQUALIZER 24 CHAMBER 7044 OF THE BUSINESS AND PROFESSIONS CODE OR SECTION 3800 OF THE LABOR CODE,
<br />PRODUCT SPECIFICATION 2, SEPTIC SEWER LINE CLEAN-OUT PER DETAIL 4 THIS SHEET. CLEAN-OUT TO BE ADJUSTED TO
<br />'THE APPLICATION FOR THE SANITATION PERMIT WILL NOT BE ACCEPTED. 11" IS THE
<br />(NOT TO SCALE) FINISH GRADE.
<br />RESPONSIBILITY OF ANY AND ALL PERSONS PERFORMING ANY PART OF THE REPAIR OR
<br />r TOP VIEW INSPECTION PORT INSTALLATION OF A SEPTIC SYSTEM TO ASCERTAIN THAT A VALID SANITATION PERMIT HAS BEEN 3. DISTRIBUTION BOX PER DETAIL 1 THIS SHEET,
<br />12" ISSUED BY THE DIRECTOR OF ENVIRONMENTAL HEALTH PRIOR TO THE INITIATION OF ANY 4e LIMITS OF CONSTRUCTION,
<br />MIN. REPAIR OR INSTALLATION, (ORDINANCE 3675)
<br />_4" DIA, KNOCK OUTS 5, CONSTRUCT LEACH LINE TRENCH PER DETAIL 2 THIS SHEET,
<br />WITkI GASKETS 0 2, PIPELINE TRENCHES (WITH THE EXCIPETION OF THE LEACH LINE TRENCHES) SHALL BE
<br />QUICK4 EQUALIZER 24 MULTIPORT END CAP 6, INSTALL 4" PVC SDR ---35 SOLID WALL PIPE BETWEEN EACH CHAMBER ROW AND
<br />EXCAVATED, BACKFILLED AND COMPACTED PER SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS
<br />La CORRESPONDING DISTRIBUTION BOX AND BETWEEN SEEPAGE PITS,
<br />29, USE SELECT NATIVE BACKFILL OR IMPORTED GRANULAR MATERIAL WITH A
<br />NOTE: DRAWING NO. R
<br />53" SAND EQUIVALENT OF NOT LESS THAN 20, 7, PROPOSED 42" DIAMETER SEEPAGE Pil- TO A MAXIMUM DEPTH OF 25'
<br />D --BOX SHALL HAVE WATERTIGHT
<br />INI EIS AND OUTLETS SIDE VIEW END VIEW 1 LEACH LINES SHALL BE WATER TIGI-dT BETWEEN TANK AND LEACH FIELD, (3 SEE PAGE PITS PER LEACH LINE, TYP,)
<br />BAFFLE'
<br />48" 10.7"
<br />2" _�EFFECTIVC, LENGTH) . . . . . . ............ . . . . .. . ........
<br />--- - --------- 4. SEPTIC SYSTEM IMPROVEMENTS SHALL BE INSTALLED PER THE SAN JOAQUIN COUNTY ONSITE
<br />12" WASTEWATER 'TREATMENT SYSTEMS STANDARDS (LATEST EDITION), ABBREVIATIONS
<br />44
<br />........ . ...... . ....... . .......
<br />4OUTLET UTILITY LEGEND
<br />INLET 16" —] I-.-- , -,I i
<br />15" ABBREVIATION DESCRIPTION
<br />6" INVERT
<br />LET DEPTI1 2" 9"Mlk E EAST
<br />INLET
<br />I N
<br />D DEPTH 211 MIN� INFILIRATlOR'
<br />PROPOSED SANITARY SEWER LEACH LINE mid MAINTENANCE HOLE
<br />V1
<br />I 3,si�sS Pak Rd CT 06475 <
<br />NORTH
<br />E01,1ALIZER 24 CHMOBER ------ PROPOSED SANITARY SEWER LINE N
<br />P'RODU�T $PFURGATION
<br />---- — ------ 25 14" SOUTH
<br />S
<br />........ . . . . . ........ . . .. . ...... PROPOSED SANITARY SEWER CLEAN-OUT SS SANITARY SEWER
<br />>
<br />LIMITS OF WORK VERT VERTICAL
<br />Y/
<br />UB I- T"'Ilz
<br />-T =S.—iNT-1�
<br />- �01
<br />5 OU LET DISTRIBUTION BOX 3 INFILTRATOR CHAMBER DETAIL WEST
<br />W
<br />N.T.S.
<br />N.T.S. 7 8
<br />2
<br />5 9 10 11 12
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<br />Enq'[neer's Signature:
<br />Signature Date:
<br />Know what's below.
<br />Cal I before you dig.
<br />Project Engineer: BRIAN VEITCH
<br />Ptol'tect Number;
<br />1117--0100
<br />File Name:
<br />00.01.dvyg
<br />AR BV
<br />Er—
<br />Dwn. C
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<br />Enq'[neer's Signature:
<br />Signature Date:
<br />Know what's below.
<br />Cal I before you dig.
<br />Project Engineer: BRIAN VEITCH
<br />Ptol'tect Number;
<br />1117--0100
<br />File Name:
<br />00.01.dvyg
<br />AR BV
<br />BV 08.04,17
<br />Dwn. C
<br />Drawin
<br />CO.01
<br />Revision
<br />Sheet No.
<br />0
<br />1
<br />of I
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