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HomeMy WebLinkAbout1572-5E01 I �n�0 � IN • O _ _ I_ JEW M /23 /24 viiiiiiiiiim j r " 1►�\`` 1 © 5 r.. N V 4 9 ice'TEivIP. e-0105 ,E�qsE1(- EN7- \J !FA MVI&AW I _ L _ _ •,..(rte I +. -- 5�0�'iti�-Ul�A - -- _- - _ — -- - -- T 4 � I�c2 I N. 9 6 / 09'' W. 124 ] 119 UN N Symmetrical About SeWer T11� ' � B UL E D Pour against — :� i + _ 'o undisturbed earth % `A c o \ ` ,\� `•`A•.1 .� , { -Spring V. C P. Son. Bawer -- •�5, f' 6„ Line titin. E D HALF SECTION E -E ]HALF SECTION D --D Use when sewer is being Use when sewer Is constructed and Is less existing or 15" in CASE than 15" in dia. dia. or larger. � Where cleoronce between bottom of Precast Pipe or Cast in Place Storm Drain and top of sanitary sewer Is from 6 inches to 18 inches. GENERAL NOTES I. Where C.I.P, is called for, the Sanitary Sewer shall be congtructed or r2placed with' standard cast Iron soil pipe In the case of house connections, or with class "B" or class"150 cost iron pipe In the case of main line sewers. 2- Concrete for encasements shall be per adjacent structure, except CoseM and Cose IV which shall be IQ 420- C- 2000 portland cement concrete. 3. The concrete encasement shall extend across the full width of the storm drain trench plus an additional 12 Inches into undisturbed earth on each side of the storm drain trench. 4. C.I. P, shall not be used for Los Angele� County Sonliation District sanitary sewers or for City of L.on'y ©ouch sanitary sewers. CONCRETE ENCASEMENT! DETAIL: STA. 126+ 74.30 To STA- \26 t 79.80 REF. Z-, C,F, C.,0 2-9251 - 195 _4 VACAT Fj „ G _ Symmetrical About SeWer T11� ' � B UL E D Pour against — :� i + _ 'o undisturbed earth % `A c o \ ` ,\� `•`A•.1 .� , { -Spring V. C P. Son. Bawer -- •�5, f' 6„ Line titin. E D HALF SECTION E -E ]HALF SECTION D --D Use when sewer is being Use when sewer Is constructed and Is less existing or 15" in CASE than 15" in dia. dia. or larger. � Where cleoronce between bottom of Precast Pipe or Cast in Place Storm Drain and top of sanitary sewer Is from 6 inches to 18 inches. GENERAL NOTES I. Where C.I.P, is called for, the Sanitary Sewer shall be congtructed or r2placed with' standard cast Iron soil pipe In the case of house connections, or with class "B" or class"150 cost iron pipe In the case of main line sewers. 2- Concrete for encasements shall be per adjacent structure, except CoseM and Cose IV which shall be IQ 420- C- 2000 portland cement concrete. 3. The concrete encasement shall extend across the full width of the storm drain trench plus an additional 12 Inches into undisturbed earth on each side of the storm drain trench. 4. C.I. P, shall not be used for Los Angele� County Sonliation District sanitary sewers or for City of L.on'y ©ouch sanitary sewers. CONCRETE ENCASEMENT! DETAIL: STA. 126+ 74.30 To STA- \26 t 79.80 REF. Z-, C,F, C.,0 2-9251 - 195 _4 VACAT Fj s �LOCe y -3s VROFESS r ,j fkLCORO Ui l\vv1111"1 `t'� ��Zf 13Itil �I� T� inforl�at �� en this c;� av'nr,�,1.- ��hI��lneci frog i� ofher�c1� must b� verille-d 11 file field by an onp. prior 1. vl � Y p rr:� Iasi; 0r +'1��. �" � ¢o, Ct nSfruc; �o;�. 1; 11 I_ f C) � I�-i ^� 1, I !C;. i5 not responsible foi' f >' �y' t�ndel°�;rr�u�tb�l.�iifi�';llOt:��i►����� ����e►)�cti0n�. �111obev� %- � - � � �OLafl� facilities can be readily seen and verified by the p�rrt-�es that nPndto ''5��r, CITY OF FONTANA, CALIFORNIA 6 f�E�f>'l� �f�A�YINGUAT�If'EBBDF/D7 .3:�i9 PUBLIC WORKS_ DEPARTMENT ,tloYEiyIHAT H�it7LOc,� Td ctEA,P s,� DRAWN BY' SEWER ,PLANS SCALE GATEIL Lb Tv ivt /�l 0 9O' A�Aa 5 STAT sr4ii! v.� € aaA eAsr,+6LI5 (5-29-89 Ft! gises..ALS CHERRY AVE. TO HPMLOCI( ���T HORIZ.: 1"=- 40' 5 P,POPDSED 0,�. 41ME: 15)/ 07-11,5A25 F& 118-Z•B'g DESIGNED B`' F,rlA-, 5; W_ L//YE %"O 8. �,0,4'NOONED �&*/a L� ' , , Pp�p �� .3170 REDHILL AVE. COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 FOOTHI L L - BLV D._ VERT.: 1��= 4� � 8-2-89 A S ® CIVIL ENGINEERING LAND PLANNING LAND SURVEYINGCHECKED BY DATE: 2 h10UEb tiI�/ Q T f�/EryLOG.�I. TO Ct E,�Q 2 ? 89 tc� �iGit. 8- 2.8� PREPAR D UNDER THE SUPERVISION OF: RHD STA. 117+ 115.00 TO STA, 126+20.41 EXTE O D HW5,e1- 8' //8 STS.D- j�D YM189 FM /�4(, !�Z• 39 JOB NO1 V_. DR. N0. BHT: N0. MO. ,eE/iisio�/s �-rc/G�P s. aAr _ 'f /- - aAr�' 3 g p 9 �� p¢APPROVED 1572 5 0 F �o i�Dr/,4L ROBERT. H: DOSS R.0 . E. 312 3 B DATE CIVIL ENGINEER R.C.E".409.64 �I v h� 11V9 7_4Z L C0N0RF OA; 4 7/'/.s .sy E 9 T G � s �LOCe y -3s VROFESS r ,j fkLCORO Ui l\vv1111"1 `t'� ��Zf 13Itil �I� T� inforl�at �� en this c;� av'nr,�,1.- ��hI��lneci frog i� ofher�c1� must b� verille-d 11 file field by an onp. prior 1. vl � Y p rr:� Iasi; 0r +'1��. �" � ¢o, Ct nSfruc; �o;�. 1; 11 I_ f C) � I�-i ^� 1, I !C;. i5 not responsible foi' f >' �y' t�ndel°�;rr�u�tb�l.�iifi�';llOt:��i►����� ����e►)�cti0n�. �111obev� %- � - � � �OLafl� facilities can be readily seen and verified by the p�rrt-�es that nPndto ''5��r, CITY OF FONTANA, CALIFORNIA 6 f�E�f>'l� �f�A�YINGUAT�If'EBBDF/D7 .3:�i9 PUBLIC WORKS_ DEPARTMENT ,tloYEiyIHAT H�it7LOc,� Td ctEA,P s,� DRAWN BY' SEWER ,PLANS SCALE GATEIL Lb Tv ivt /�l 0 9O' A�Aa 5 STAT sr4ii! v.� € aaA eAsr,+6LI5 (5-29-89 Ft! gises..ALS CHERRY AVE. TO HPMLOCI( ���T HORIZ.: 1"=- 40' 5 P,POPDSED 0,�. 41ME: 15)/ 07-11,5A25 F& 118-Z•B'g DESIGNED B`' F,rlA-, 5; W_ L//YE %"O 8. �,0,4'NOONED �&*/a L� ' , , Pp�p �� .3170 REDHILL AVE. COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 FOOTHI L L - BLV D._ VERT.: 1��= 4� � 8-2-89 A S ® CIVIL ENGINEERING LAND PLANNING LAND SURVEYINGCHECKED BY DATE: 2 h10UEb tiI�/ Q T f�/EryLOG.�I. TO Ct E,�Q 2 ? 89 tc� �iGit. 8- 2.8� PREPAR D UNDER THE SUPERVISION OF: RHD STA. 117+ 115.00 TO STA, 126+20.41 EXTE O D HW5,e1- 8' //8 STS.D- j�D YM189 FM /�4(, !�Z• 39 JOB NO1 V_. DR. N0. BHT: N0. MO. ,eE/iisio�/s �-rc/G�P s. aAr _ 'f /- - aAr�' 3 g p 9 �� p¢APPROVED 1572 5 0 F �o i�Dr/,4L ROBERT. H: DOSS R.0 . E. 312 3 B DATE CIVIL ENGINEER R.C.E".409.64