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A B C D E F G H l J K L M N O P Q R S T U V W X Y Z AA AB AC AD AE <br /> v�aQS ER * 6� <br /> v0 Ln ,d <br /> y 7 � Pq <br /> H <br /> w V] N U <br /> BASIN KIT TOP VIEW <br /> PROPOSED SECTION WHERE APPLICABLE <br /> _2 <br /> COMPACT IN 12" MAX. � ,•-�_ Mw-~�`� - O <br /> LAYERS TO A MIN. <br /> RELATIVE COMPACTION OF FINISH f O cc <br /> cc <br /> 95%* UNDER PAVEMENT GRADE <br /> AND 90% OUTSIDE ` i i s W <br /> PAVEMENT. / ` - W <br /> ,• Q/ a <br /> 3 .-0 <br /> W <br /> -4 - — VARIABLE 4.. 4 _ L <br /> VARIABLE - COMPACT IN 24" MAX. C!� <br /> - LAYERS TO A MIN. <br /> RELATIVE COMPACTION OF W <br /> 85%. PLAN CC <br /> O.D./2 - C <br /> COMPACT IN 6'" <br /> - <br /> s LAYERS TO A MINIMUM .. . <br /> 10" MIN. 10" MLN RELATIVE COMPACTION <br /> OF 90%. BASIN KIT DIMENSIONAL <br /> n <br /> 4P-O" 0 <br /> SOLID FIBERGLASS COVER OR J <br /> STEEL HATCH SS CRASS BRACE (2)LIFTfNG LUGS ¢ N <br /> -6 I fi — 6 <br /> m <br /> 00 <br /> m <br /> RIM ELEV 37CD12 (MArcH Exlsr}NOTES: j U <br /> o W o <br /> 1 . RELATIVE COMPACTION OF MATERIALS SHALL BE TESTED IN ACCORDANCE WITH _-__ _ _ <br /> . I <br /> u .. <br /> DEPT. OF TRANSPORTATION TESTING MANUALS, TEST Pn'Lr�ld <br /> THE STATE OF CALIFORNIA, BRASS°ATLvLVE 11� Q a a <br /> ULU <br /> METHOD N0. CALIFORNIA 216 OR 231. ��-IFUN� ? ,arlaFrF vALVE © U ¢ v <br /> -� -' <br /> 2. ALL EXISTING PAVEMENT SHALL BE NEATLY CUT TO LINE PRIOR TO TRENCH EXCAVATION. _ eax - <br /> 3. JETTING OR PONDING WILL BE PERMITTED WITHIN THE STREET RIGHT OF WAY' WITH �` 2' FORc E MAIN <br /> 1 SC]K w INV ELFV: 33 50 <br /> A 3 YEAR BOND. e <br /> SS'FLOAT 2'S5 D15CH.kRGE COUPLING <br /> 4. WHEN SHOWN BY SOIL COMPOSITION AND COMPACTABILITY, NINETY PERCENT (90%) <br /> BRACKET -.�" <br /> $ <br /> COMPACTION MAY BE USED, WHEN APPROVED BY THE ENGINEER. <br /> 5. SPECIAL BEDDING REQUIREMENTS MAY BE SHOWN ON THE PLANS OR SPECIFIED IN a" l °`PVC SCHBOELBOVI <br /> SCH4CrLOOSE� <br /> KCHA,NI'CAL 20' S - <br /> FLOAT SWITCHES °PVC Pkl_I_CFIFCKUALVE <br /> SPECIAL PROVISIONS. a ss (LOOSE) <br /> INF. ELEV. , 0:67 <br /> 2"'PVC SCH SO UNION} <br /> TYPICAL JOINT TRENCH SECTION - 00 <br /> 50.50 rllcrl aLaPl� <br /> 7."PVC sCH'd0 REDUCER <br /> 2950 PUMP B aN 9 <br /> -9 2900 PLIVP AON <br /> 1 �O <br /> N.T.S. 27.50 OFF <br /> CONERYBASE ELBOI,N <br /> . , <br /> r <br /> a <br /> FIDFRG ASS dTl•FtOAT <br /> E arraL� of BASIN _ aB"' oiA. -. l <br /> ELEV. 2700 NVS032 GOULDS MODEL 3&86 <br /> SUBMERSIBLE SEWAGE <br /> PUMP 1/3 HP, zUP VOLT, 10 <br /> -10 )I< APPROVED LOUAL'(TYP. OF 2) <br /> BASIN KIT ORDER NUMBERS <br /> NOTE: DUPLEX <br /> Alternate `ves and features avallaLl= upon requestOrder No. Discharge Srxe Discharge Deptr X H' <br /> -11 <br /> Basin Size 11 - <br /> ... <br /> 020648120: 2' 46" 48x 120 <br /> SECTION <br /> - <br /> -1z 12 <br /> SEE SHEET C-2 4" BRASS CLEANOUT PLUG "C" <br /> LIFT STATION DETAILS <br /> FOR LOCATION THRUST BLOCK AREA IS BASED ON THE SIZE OF THE 1 <br /> BRANCH LINE. � <br /> N.T.S. C — 'o <br /> 13 - <br /> mZQ <br /> -13 a. �pA [4 r <br /> � <br /> a ,. <br /> 4 d D - <br /> irBrra <br /> rr rr .4' D- 4 rr r> <br /> on <br /> 6 d 6'x2.5'x4' DEEP PRECAST CONCRETE <br /> VAULT WITH GALV. STEEL BOLT DOWN <br /> d a Q 4 LID, CHRISTY, BROOKS, OR EQUAL 14 - <br /> 14 Z <br /> - D 4 R <br /> BROOKS <br /> " NOA-SP OR "CHRISTY" ° v <br /> a ° r PAN <br /> r ,Z W <br /> NO.F-8 OR EQUAL CONCRETE COVER. <br /> 1 ' MIN. rrArr 1 ' MIN. rrArr Z <br /> � p � <br /> - 15 4" CLEANOUT RISER TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK 4" DOUBLE 15 - Z <br /> CONFORM TO APPROVED (NO HUB) BEND TEE OUTLET DEAD END <br /> CHECK VALVE W <br /> PLUMBING CODE <br /> Qo. ASSEMBLY FEBCO <br /> MASTER SERIES <br /> d <br /> 850, OR EQUAL <br /> LATERAL 45 MAX. THRUST BLOCK AREA REQUIRED <br /> (TYP. FOR ALL ALLOWABLE SOIL BEARING VALUE ® ® 4 16 _ �N <br /> 1s ANGLES) <br /> a FITTINGS 1000 LBS. PER SQ. FF.FLEX]BLE JOINTS <br /> °m <br /> rr rr , oa -m <br /> (T{p) 6rr LINE OR SMALLER Arr <br /> 6 p <br /> 22 1/2' 1 '-61' 1f-61f a Va <br /> 45' 2'-Or7 20-Orr <br /> -17INSTALL 45' WYE 90' 3'-0" 2F-6v? 17 - <br /> 1'-O"MIN.-I TEE OUTLET 22'-6" 20-00F 2' 0" 1' MIN TYP <br /> DEAD END 2'-6" 2'-0" _ <br /> TYPICAL SECTION THRUA Z <br /> 8,r LINE <br /> INSTALL 45' WYE THRUST BLOCK 22 1/2' 2'- 0" 2'-O" <br /> a Z <br /> -18 45' 3 -0 2 -6 DRAIN 18 - - <br /> MAIN LATERAL 90' 4'-0" 3'-0" LATERAL <br /> NOTES: TEE OUTLET 3'-0" 3'-D" a z <br /> 3'-0" 3'-0" INSTALL 45' WYE a ° <br /> BE POURED AGAINST UNDISTURBED <br /> 1. ALL THRUST BLOCKS SHALL SHALL DEAD END <br /> PLUG (IF NOT CONNECTED) SOIL. 10" LINE <br /> 1s 2. RESTRAINT SYSTEM FOR VERTICAL 22 1/2' 3'-0" 2'-•0" MAIN LATERAL 4" DIA. PERFORATED PVC <br /> PIPE BENTS SHALL BE APPROVED 45' 3'-6" 31-0101PIPE FILLED WITH GRAVEL <br /> ACCEPTABLE PIPE BY THE CITY ENGINEER . 90' 5'-0" 4'-0" <br /> TEE OUTLET 4'-0" 3'-6" F <br /> 1. CLAY PIPE <br /> -20 2. CAST IRON & DUCTILE IRON 3. THRUST RESTRAINT SYSTEMS FOR DEAD END 4'-0" 3'-6" zo <br /> 3. ACRYLONITRILE-BUTADINE--STYRENE (ABS) PIPES LARGER THAN 12" SHALL BE 12" LINE PLAN <br /> c� <br /> 4. POLYVINYL CLORIDE (PVC) REFER TO STANDARD DESIGNED ON A BY CASE BASIS AND 22 1 2' 3'-0" 3'-0" n " n <br /> (".� c R a <br /> SPECIFICATIONS #71-1.02 B,C,E & F SHALL BE APPROVED BY THE CITY 45. 4'-0" 4'-O" SERVICE CONNECTION DETAIL E c <br /> ENGINEER. r r r , <br /> . CA,800-227-2soo 90' 7�-0„ 4r-0„ a =� <br /> �j.� p <br /> a -N CLEANOUT DETAIL TEE OUTLET 5 --0 4 —O N.T.S. - <br /> �.z,8-8 -21 0 DEAD END 5 -0 4 -O 21 �- v o - - <br /> v, �p o <br /> BACKFLOW PREVENTER DETAIL <br /> �a 2 � o <br /> ° G N.T.S. <br /> $ �.a o ��� THRUST BLOCK CHART N.T.S. C -3 oY X <br /> o3 $m -22 07 - E <br /> N.T.S. <br /> 22 o v <br /> $ Q <br /> co ¢ LL <br /> � o <br /> ' <br /> � <br /> r Iv LOCA 0701 <br /> $� O <br /> 3� a$ NV:800 227-2600 20 <br /> ru <br /> Cm3 <br /> V 8 pC) <br /> A B C D E F G H I ] K M N O P Q R S 7 U V W X Y Z AA AB AC AD AE <br />