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S-69-3.1I � I - � is . i V, I I i a, �, 14 1 � I i - - 0 - I I I I I I I , I . . . I O . E N E R A L N 0 T E S A - I � I � . � shall conform to the standards of the Costa Mesa Sanitary District. - I B. Mannoles shall be brick or precast concrete as manufactured by Associated Concrete Products Inc. I I � I � a . I I I I - I � - . � I . I C. Sewer manhole rame and I t 17-4 STREET - - . - I D. Clay pipe joint compound shall be "CPI-2", "JC-60". Mechanical compression joints shall be I I "Wedge-Lock", "Speed-Seal Mainline" or approved equal. In no case will jointing material ki . . � I I . I ��, ,fi. Backfilling: The sewer ditch � shall be compacted to a relative compaction of not less . ', I IZ ,� �� I I I than 80 of maximum density. � i[ F. Final Cleaning Up: The contractor shall clean the streets and all parts of the work� 1�. presentable condition, � � I : , � I O I G. The contractor will m the o I I � I I I . doing cork in Monrovia Avenue. I � I . � SCALE: 40' ' I . - - I I i I � I I 11 , - I I � I z . - I .1 . � - I I I - � - . . , I - I I I 11 I � � I I - � I � - I . PHASE ASF. n: � I I . � : I I , I q: I . .. � I I - - - I I I - I I IX � - . �- . I I I I F . I I . I I I I ­ � I -_ - - I - __ - I - - . 1 I I . I I I I .1 At &WHA LL rh � 'e.aarr � I I STREET � I I � % , I ki I I All underground utilities or structures reported by the shown �N AIX/sr. co". c4vR49 ,e,q _t I I I I . a I � k I '" � = I I records examined are indi cated with their approximate location a nd"extent. I . � - � — - _ , 1 16--- %1_1 - __N . k 11 - � I I , _ I , - N � N N I undersigned harmless for any damages resulting from the existence '% I . � fm It I . - L I . I I % . . of underground utilities or structures not reported to the undersigned; not indicated on the * , COAJS*r. 215 L.P. 6" V.C.P. SP-LoVE/2 M-41AJ � * I �j `Sslll-,�_ -4wNsr j905- Z-x OF 8"V-C-P. SEWER MAbV . it - . I publ.ic -records examined; located at variance with that reported or shown On records examined. f(l i . I N � I . �: 7k I I � �_ � . 10 :4 � " �,,� ,� � .... .. "'_ ­:"_"' - •I ­_ 11 •I I I � - I I I � I I I I I -1 I .. -) IS - I -1 ,,, � ­1 I I ,V, ,.� - �__ I - . ­ I-,,, -1 I z q� . a to take due pre 01 r, tL I I I 11 % %� K - QJ ), . I lk , () I I I � I . I I � � N* . k . � I - . . I r I I I - � It !AJ contractor's responsibility to notify the owner's of structures concerned structures shown and any other utilities or structures found at the site. It shall be the 4) � . I � - - I I r . I r - J-4 1 \, V) . I 1. � the ,� I � I I - I I I .. - .1 11 1 -1 before s,tarti,ng work. � � � I .. I ­ - I , * � I . � I I I I . - I 0 Al I A (a ,� I I t � + 1, ,� % I I 1. - - I I . 1 �3� 1 1 , . I - 4 I , I I I I , I I UJ , I � : , t , . � - 20 � . -_ 4 I I foI � 11 I . I I I . � � I � I - I r I U kd Q I 1A � .- � I 11, I -- , . . - . � I � . . - I p � 0 0 . � I - . lu 4) .." .1 I 11 I I I - I- I I I _�­ � I . I � � X � I : , I I I I I., � � - � 1� . I .1 I- M I . � � , . ,. - _� , . � - . ,- - I . I tA , I I I . ­ I 11 I - 4 �, - I I.- _. k � � �Ll"_U� & I� I I - - I , I I ;04) 11�3 1 , . 4) 2 . :- I -1 I � 11 I . i 11 k I I . I . . . . I - I I 'Donald E. Stevens, I?.C,E. 11066 � 2 I.: 9 r I I I - I I k 49 1 . I � I I I I - - . 1�1. I I � I - . 1, 4) tq tn . . . . ,Q I 1, I.. I � � I I I :� I � 11 I � .1 I :" _-, , :? :? , , 9 � I.., I � I ! 0 I r % U U - I I - I I I I ,a, - -,_ - ,__.,_­,_1__­__ 7=--- 1 - � I --= 7_ - � ��=j: -,--. _- � -- -- - --- ­=,�= - - --_1 -- 4i:: 0 - I I I I I I I , I . . . I O . E N E R A L N 0 T E S A - I � I � . � shall conform to the standards of the Costa Mesa Sanitary District. - I B. Mannoles shall be brick or precast concrete as manufactured by Associated Concrete Products Inc. I I � I � a . I I I I - I � - . � I . I C. Sewer manhole rame and I t 17-4 STREET - - . - I D. Clay pipe joint compound shall be "CPI-2", "JC-60". Mechanical compression joints shall be I I "Wedge-Lock", "Speed-Seal Mainline" or approved equal. In no case will jointing material ki . . � I I . I ��, ,fi. Backfilling: The sewer ditch � shall be compacted to a relative compaction of not less . ', I IZ ,� �� I I I than 80 of maximum density. � i[ F. Final Cleaning Up: The contractor shall clean the streets and all parts of the work� 1�. presentable condition, � � I : , � I O I G. The contractor will m the o I I � I I I . doing cork in Monrovia Avenue. I � I . � SCALE: 40' ' I . - - I I i I � I I 11 , - I I � I z . - I .1 . � - I I I - � - . . , I - I I I 11 I � � I I - � I � - I . PHASE ASF. n: � I I . � : I I , I q: I . .. � I I - - - I I I - I I IX � - . �- . I I I I F . I I . I I I I ­ � I -_ - - I - __ - I - - . 1 I I . I I I I .1 At &WHA LL rh � 'e.aarr � I I STREET � I I � % , I ki I I All underground utilities or structures reported by the shown �N AIX/sr. co". c4vR49 ,e,q _t I I I I . a I � k I '" � = I I records examined are indi cated with their approximate location a nd"extent. I . � - � — - _ , 1 16--- %1_1 - __N . k 11 - � I I , _ I , - N � N N I undersigned harmless for any damages resulting from the existence '% I . � fm It I . - L I . I I % . . of underground utilities or structures not reported to the undersigned; not indicated on the * , COAJS*r. 215 L.P. 6" V.C.P. SP-LoVE/2 M-41AJ � * I �j `Sslll-,�_ -4wNsr j905- Z-x OF 8"V-C-P. SEWER MAbV . it - . I publ.ic -records examined; located at variance with that reported or shown On records examined. f(l i . I N � I . �: 7k I I � �_ � . 10 :4 � " �,,� ,� � .... .. "'_ ­:"_"' - •I ­_ 11 •I I I � - I I I � I I I I I -1 I .. -) IS - I -1 ,,, � ­1 I I ,V, ,.� - �__ I - . ­ I-,,, -1 I z q� . a to take due pre 01 r, tL I I I 11 % %� K - QJ ), . I lk , () I I I � I . I I � � N* . k . � I - . . I r I I I - � It !AJ contractor's responsibility to notify the owner's of structures concerned structures shown and any other utilities or structures found at the site. It shall be the 4) � . I � - - I I r . I r - J-4 1 \, V) . I 1. � the ,� I � I I - I I I .. - .1 11 1 -1 before s,tarti,ng work. � � � I .. I ­ - I , * � I . � I I I I . - I 0 Al I A (a ,� I I t � + 1, ,� % I I 1. - - I I . 1 �3� 1 1 , . I - 4 I , I I I I , I I UJ , I � : , t , . � - 20 � . -_ 4 I I foI � 11 I . I I I . � � I � I - I r I U kd Q I 1A � .- � I 11, I -- , . . - . � I � . . - I p � 0 0 . � I - . lu 4) .." .1 I 11 I I I - I- I I I _�­ � I . I � � X � I : , I I I I I., � � - � 1� . I .1 I- M I . � � , . ,. - _� , . � - . ,- - I . I tA , I I I . ­ I 11 I - 4 �, - I I.- _. k � � �Ll"_U� & I� I I - - I , I I ;04) 11�3 1 , . 4) 2 . :- I -1 I � 11 I . i 11 k I I . I . . . . I - I I 'Donald E. Stevens, I?.C,E. 11066 � 2 I.: 9 r I I I - I I k 49 1 . 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