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Resign <br /> L.L.T. <br /> Drawn <br /> C.G.C. <br /> Check <br /> K.L.K. <br /> O <br /> a <br /> h <br /> I — <br /> SCALE 1 "=20' <br /> EXISTING <br /> z <br /> WELL i <br /> ABANDON EXISTING <br /> r / , SEPTIC TANK PER <br /> I <br /> CO JhITY STANfARDS <br /> 1 EXISTING <br /> i <br /> 4" SERVICE LATERAL (TYP-) E <br /> EDGE OF PAVEMENT ALL LOCATIONS TO BE FIELD ABANDON EXISTING <br /> / Q <br /> CLEANOUTT SEWER LINES <br /> INV=12.45 VERIFIED TO SUIT CONDITIONS CLEANOUT �_.•._,� <br /> ENV=1 1 .25 VERIFY LOCATION CLEANOUT <br /> 6" SDR 35 PVC SEWER LINE 5-0.0050 <br /> ' S=0.0050 INVw 12.45 <br /> Ti a; <br /> NSIONI APPA <br /> 04 <br /> = rr _ , I / / r '�i"' / •,' i ` —i`` � / ,/ /` it / ,r ri` i / / f f!f r <br /> +EXISTING <br /> LCLEANOUT ,',. ,i °/�� / / .r',r/ / ,- r :, f / `f ,.'`, •r' '/ I :-.. <br /> �,. r f• / 1 / � , LOCATION <br /> /F f (TYP.' /'f• .r , ! ; / r' it / r�, r. / //` / r ,r` ! ! / /r j / <br /> / ! :' <br /> ell <br /> ABANDON EXISTING ABANDON EXISTII JCro <br /> SEPTIC TANK SEWER LINE 75 L.F. 4" LEACH LENS `' <br /> 4500 GALLON SEPTIC TANK ,Z <br /> PER COUNTY STANDARDS VERIFY I..pCATf01 � O <br /> (M.C. NOTTINGHAM) SEE DETAIL DISTRIBUTIUt'. BOX <br /> F— <br /> Z <br /> W <br /> Y W <br /> . nQ U Z <br /> 15 SITE PLAN <br /> - O _ <br /> oc w <br /> BACKFILL WITH MATERIALS EQUAL TO OR = <br /> 4"0 PERF. PVC SEWER SOIL BACKFILL BETTER THAN THE EXISTING PAVEMENT a i; - iN,.,,.. J Q <br /> —_ -- - <br /> AND BASE IN QUALITY- NEW PAVEMENT ---- � - �� �- }- � F'— , <br /> N S=4.0025 MIN. �... <br /> POLYETHYLENE OR SHALL BE i" -THICKER THAN EXISTING ; I I w <br /> 2" MIN, TAR PAPER COVERING J • �'1 <br /> PAVEMENT, MINIMUM OF 0.25 FEET. � � n GMAnr ROAD O Y � <br /> ABOVE PIPE NEW BASE SHALL BE. 1 " THICKER THAN I 0 V <br /> s Yr rt[ <br /> `\ EXISTING BASE, MINIMUM OF 0.5 FEET. MAKILA <br /> io , <br /> AAAI. <br /> i <br /> EXISTING PAVEMENT RQ i <br /> _ ikEWEAT oY�V �V �� ib' "I [ L <br /> - �� { 4.i) <br /> �" MIN. — �n � -�—r---..._—„"`�_--- <br /> (TYP.} <br /> 77 11— <br /> C"iLLhJ OMPACT IN 12” MAX. <br /> 111=1 I I I ISI I I` 3'—a" N NOTES: <br /> E S. - - �3 x�a -- -- - <br /> i I <br /> _ ARS- � _ <br /> Q <br /> RELAYERS TO MIN. - - -�s �AOY' a�:; <br /> LATfVE COMPACTION Q <br /> 1 no Date <br /> OF 9596* UNDER PAVEMENT 1, RELATIVE COMPACTION QF �•. � - <br /> / AND SHOULDERS, AND MATERIALS SHALL BE TESTED IN ACC 'DANCE WITH <br /> _ THE STATE OF CALIFORNIA DEPT, OF TRANSPORTATION TESTING ANNALS, TEST 7r 95 <br /> / 90% OUTSIDE SHOULDERS. <br /> 1 ,I i� <br /> o T VARIABIL " METHOD NO. CALIFORNIA h OR 231 . �_UE LIMA L THHQP 21), Job Number <br /> z COMPACT IN 24 MAX. •I <br /> ` �. LAYERS TO A MINIMUM 2. ALL EXISTING PAVEMENT ;HALL BE NEATLY CUT TO LINE PRIOR 0 TRENCH EXCAVATION. I -�� I 1 .379-001 <br /> J.OANNYt�S 1 <br /> RELATIVE COMPACTION 3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET RIGHT OF WAY WITH T SVY.AISf C <br /> . �• ..su"Yr+sr <br /> O.D./2 OF 85%. A 3 YEAR BOND. tC�9„a WAP, <br /> W I scale <br /> �q 4. SPECIAL BEDDING Rif , Popp, W` <br /> COMPACT' IN 6” YERS �UIREVIENT MAY BE SHOWN ON THE PLAN-., OR SPECIFIED IN A°�• 4�. " <br /> _ LEACH FIELD ROCK TO A MINIMUM REIATNE _ <br /> h SPECIAL PROVISION P+A. -- SNI lNf. rIu1M I <br /> 1 " TO 2.5" WASHED ROCI<. �� COMPACTION oI" gL�e. _ a�AN iii �} , <br /> �, ,- �_ <br /> 10" MIN. _ __. „� <br /> 1 <br /> .D. 1 a" MIN. W «<�.. ��. .� _ Rr�� � sheet Number <br /> NYirA ° �_ LATMRU,• ROAL' APPROVED BY: DATE: <br /> z Nur cm A s rr <br /> .+ 2.0" MIN, GAIT <br /> 16 LEACH TRENCH DETAIL °f= "�.L i :. -� <br /> � Re -li � fx� E iT � .'r 1r.' �• �� i`-aY``., Of <br /> 1 2 TYPICAL TRENCH BACKFILL DETAIL — <br /> V I C I N I T M A P SAN JOAQUIN C—OUNTY File �,m ; <br /> -------- <br /> HEALTH DEPARTMENT <br />