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S-65-5.1-5.4t; i U N Z Cpl IQ W 0 Y O W p Z =ww pl UU K W p > W fA Z W W Xo °�� N 1 U m N W 0 —J 4� m Q `W a z z I • I / �� � _ ♦ - I - I III I • I I 61 • I _ � NEI � ME �� � �� � � � � �� � � � ��� s sir= . ., � � = =� i i.�� � �. � �� i i■■������C� � OEM� � � �_�■ � � � ��_ � � I Ira � �_ w Z"04 M M wwo �i■ OWN= MEMMME O Mill �� � i� � � i �s���� - �����_� � -w•%5� i it � ����,�.i'�'���� � �� � � � � � � � �i � - � MEE 0 0 M MEN mrruliii - �'fi��i�■ii���■��iT'l�i � + ���:: . �.,ir�s`� � �� � � � � � �� � � . .��r�•_r_s�z�.� = =» u u� /m• � � . .�ri.>r�:�r.� e eac,�r�r.�aw�� . .. � �i � .. ... � � � ��`��������o�.i'����■�� � �. � �������i�� ■ ■�������T�i��T�T— � ������ii�i�i�i i i��i�i�a■ • T THE FOLLOWING :• . ABBREVIATIONS ku S S.M. BENCH MARK CONC. CONCRETE EQ. EQUATION F.M. FORCE MAIN VALVE won SANTA ANA RIVER BRIDGE-ELEVATION 16.014 FEET ENAMOR. E M ME E El E COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIF. DISTRICT NO. 7 PLAN a PROFILE MEi� �7�7��iTi��■i i " i ��i�i■ � i��C " i��iQi��.® � �ii���i�i����i�iG��������i�������� M CC. C CC��� = = C C � �� E E , , SUB-TRUNK SEWER :. . �EWEN E � C CCC M MIME � Emmmon_mac � ��__�_ : ..: - M : : , BOYLE ENGINEERING AND 1 i MENEM mom �_ - -_ - -� , i 1 A CIVIL ENGINEERS "- � — o o�a■i�i�aii " ����������i�G� . .T.'i��■��■•� � �■i � �■• . .ate a a■i���■���TT���� ® ®� P 4 •//cers w a o i MEN ROME ME � —���� IiSJ � =ate —� . � r���iQ�"- ���w�����'��-�- ri �� - - -- - -- - •� Zi7'iiI.LYJ�I.I �F_ /L�.� f- 7✓L�.a �������� ..�. ������ ME am Mm' ME EMEMEMM mom W mim=m= Ml 91 i�•1 � rv...1.gm MEME � / ► is , � ��� .,�� � `��'� .. - ��•• .. - _ _ NEBO' - •_0 1�9aa El 40.282. mmWEEMEE.. COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIF.1 DISTRICT NO. 7 _ PLAN a PROFILE C STA. 27+83.17 TO STA. 45+12-99 NEWPORT AVE. SUB-TRUNK SEWER MMEEM ml NO mv AW,�AOVEV-gt- SHEET - - 40. 6210 OF4 SHEETS,, J I �p I W W Y Y W W y{ U U fI z Q pW p W 3 >kzo �JJI- N Y ¢Z O J w O O 7_ Z I, w m 1( � I 1 7 � I i I I' ; x N plZ ¢ W H Y 0 W p Z S � W U O Z p p K ¢ o S NdC7 (f1N L LI Y J O O � m Q' w i Z 9 O NEY- L. OWRY -C ND. E 31D- OF 4 iNE>E7f� PLATE 2- PLAN - PROFILE O.F.R. &R. E. STANDARD :. - - EUFFEL & ES$FR DO, NEW YORK. ° P ns "oe, c'- �� •, ^;, e wd �; a ^c alas �e.�- '; ,'ets a ` ✓doe^ / -See r See Oetci/ 2- #4 3ors PLAN ,Q• 2x O � See no -e nc.S I 1 j =.! ECCENTR IC FLA T TOP 7G° -- FLAT TOP DETAIL _ - - - -_ - -- c -�-/2 Cemen t Mar %r �!,4 sect %e:^ c nte.�ed Precast conC. OVC.- o/DE ;7 1Orvn - .14 sr:�ee• -n side � r . � P Cemenf rnor; cr T; /et. v° v a ECCE.vTR /C ° D FLAT TOP ' 60' /.D. JOINT DETAIL 1 1 1 Shoff ot show, o' r ' n ° 60 "or ae" D .? Thesofiit e%votion � %3 p tgi� o F!// Fi /lets o ° ofsfub to match o. ja `� (See note on ;°,'en Soffit o.rtrunk '/,-7e r SLOPE 'lC9pvC) .p �:':o• 1 (� tip. In v. Eiev see I V EL E VATION SEC -TION A -A STANDARD 60" /.D. MANHOLE DETAIL I z" When broken end of'pipe is with; n - ncnho /e break back lush with Ins /de of fianho /e wa // broken edc Smooth• When unbroken en` of pipe iS in manhole leave Soc/cre e-�d c ^d ti/.' fi'llets O upper section to drain. 12-404 Bors hooked Each end. 6 G��e:.a/ .�cx�frf - //! Gene2s,� .3ac%fiY/ G�nor,a/ Q9ckfi%/ W "oe�L /m,, of Pipe Zone •N� U/�Fer Limi! of Pa 2onr Q�: µ(i; � hHndSf� pod frcvr, � Q' 1 y.' C 3A•. � v° i TYP£ / BEDDING L - p�OUndB.HOn Los QO.' Mih TYPE /// BEDD /N DETAIL 4 J''UGYMt30t- TYPE H BEDDING +rte See t V. N �9 N STANDARD MANHOLE NOTES � /. Where mBnhO. /N 3'�rc.c %.'•-� ,ls: �S' in CX /Sl.;�q ,odvPn-?�n/ v,1 1•-,�° !tiv� lied Ksy ar Ifs ��x:3ri�q shoo /o�� the msnh0%> .ai. Letters 3 "h/ h be o; ® cad F/u,5h .v,Ln -,-7e 1 =x /sf.:-7q s ,face. Where +he 5 0 .9 ou /sides fho tra�'e'eo' WaS or in the !bo of ttie rr�n,7o /e cover /B "above ex.'s: i�r' q ou.�d ors3 Letters 3 "h9r, direr -c;'ed dy t.�c� enq::�c�Q'- x x 2. hoops of No.4 Wire gA=?// be cast ,i-ro a:/s%at �� W �` 3Bfefy in fa9no'bnq. { _ 3.S�e/ions of rndnho /es on the P/sns app;y of _ �. —' \ center,'ine of rrzsnnale un >'ess aft?i°,'-rvi.9�° no 4ac: � lava,- o - ^�. � shown at n'A9nr,0'O Cd-rW- /- csnd me p C 5 O \ / • invert gre4de //ne unless o/hsri /se nofed_ R• 2x D. 4 re9. d. \ I �� c O, Z>, CPro JZ �4 are shown on os;? eno sheets . _ _ -- g D�4ti � _ S. Co- �crete rhgs co�e� aid serf �- PLAN See note h''o.1 Top of"pave/nenf or ex/st /n9 Grade r—P /aster- f %lef / �- //2 "Cement M0,-4. - 24" a 8- 3° Collar ° sections ' SfOndcrd 24 "/. D. M.H. e v. °' Section centered STRAIGHTS /DE a -�. fCENTQ /C CJNE ; over,01pe down stream ° n s/Ce, orx4 ds man�;,ecru.rea by Assocsted Concrete proa.ets Co. or c�opro,•rc �_ s. Bnd cenfrifugsl /y noun un.GS <ss .�enuh'sc %..,_qd Oy Ame, -ican P.pe ano Constrc coon Co. o. sporo ✓eo eq a/ shall be 6dric-/c manholes with s min %mum 8 "'rte /;' LhcnneS.�(vvh.�n PLAN aeoih o {s�,„er exc�ds 22 f�E ; w a: / ih;c,4ness sfhs /' b: 12 //7che5 and Concrete rise 9 "x� /;' de ex.�rx �ed fo F :: �. f- oofinq For the /Z//7c/7 wa //- )con {arm ling to inferior m<vn- ho% d/inen5ions cgs deioi/ed Bncr fo the soeCi {Catio,^ /%a9y be cued as an option in /i�u of 4eitnch 1. O. ,or. -• - C'BSt tl'71�nh0 /�3. COnCr�fe mBnho% 6e,8E arld cr�,trsn� ' eS dd`tai/eo' She // 645- 4/Sd'd ho / ,-5. { SECTION X -X �rnovab /� St000sr Ssal with csment. MANHOLE FRAME AND COVER �/- G"X6" H6" Si je ^ E. B. Mori 3 Foundry Model Nc s M- -3644 I — commerciB/, Indus; B � aid. n / «, ` and X-3644,4, modlfl ed os obove, O%- I , approved aqua/. � '.,��• ,¢ 24 "5i3e DEB. Morit Foundrey/ Mode/ No. M -/254 � ' modlfieo�aaob oroporoveal a 9 ua/" i -CCsss :4�" ; DETA /L 3 6 I cotx o:. roll lad 24- ,: a �— %2 °Grout between beve /Jo %nts. ° t!c. 4 5t000er- CONE DETAIL CHIMNEY f h weer 7.-19,'7t o o ° DETA /t 5 3 Ye.. b 4 41 . • . - D ( See note on Plan . 8offif e wat/bn 7/" S obove, ll ^' 100 �`. of Trun t�E` .•n a:'�°be oY v b �c 'E"'C-;�.f /h \ *' ,a ° �.'P' Nhifo- wi/hi(76. 2rCy ,jam• Q•�' L - �/ c `w q 1..C7rL'.3✓C:/tJ!- 'V'i .,n?°e-C idi.Q CJmY 'Z°S.00,1L4 /, "� h- .a�..' ^�'X .\.� 6 Min. 48 I.D. JOINT DETA /L . 46ASE POURED /N PL,4CE °..:. Grusred Rack Belo- inq f Nlye- L A T E R A L PROP #A#IIOL E EL E V A T /ON DETA /t 6 STANDARD 48" /.D. MANHOLE DETAIL 2 T NOTE= Unt�SS O //7si-rvis�° SG�e-ifi�d, 'W" NO SCALE Over id h 517911 be the (argesf o -O. of- /he oioe or a •:. °N _" pine be! /p/ccS /2" for minimum width; A. � Uperr �;,�r,;'f of P,;oe Zone a'tW// be fhs 19rgs5," 0.0. of fhs ,o %,oe - �� � � O' C.hss °e'ezu�c„efe C 0 U fi T Y S �',1� 1' � T I G Ii D ; S R ! , T S 0 f 0 r. � '� k � � � .� ?! " I' °' ` or- pion be/ /p /us /6 "for m ®ximum pisTpi S ti� 7 \ w/ofh, "W "shall be measured /2" e�' C /ass G- roncrctr - / - Obo✓s fhs pipef� //. a ` •:�•:. _ NEWPORT AVE. SUB -TRUNK SEWER °- Firm C/neX caveted bank . o o° .� ° o 'C /L°a9n Bdnd _L Greve /arCrc%sf7dk-1%ock MISCELLANEOUS IRMANHOLE DETAILS !•Of left. - Mgx /mum to be defet-mined B O Y L E AND L O W R Y /n fie /d by fhe Engineer on fhe bear CONCRETE ENCASEMENT Of ,Taex /mum overw /dth a°,ccavated. k k h 111 N R I ml A TYPE_"E00 1NG DETAIL 7 y 4 , _ s f I ° P ns "oe, c'- �� •, ^;, e wd �; a ^c alas �e.�- '; ,'ets a ` ✓doe^ / -See r See Oetci/ 2- #4 3ors PLAN ,Q• 2x O � See no -e nc.S I 1 j =.! ECCENTR IC FLA T TOP 7G° -- FLAT TOP DETAIL _ - - - -_ - -- c -�-/2 Cemen t Mar %r �!,4 sect %e:^ c nte.�ed Precast conC. OVC.- o/DE ;7 1Orvn - .14 sr:�ee• -n side � r . � P Cemenf rnor; cr T; /et. v° v a ECCE.vTR /C ° D FLAT TOP ' 60' /.D. JOINT DETAIL 1 1 1 Shoff ot show, o' r ' n ° 60 "or ae" D .? Thesofiit e%votion � %3 p tgi� o F!// Fi /lets o ° ofsfub to match o. ja `� (See note on ;°,'en Soffit o.rtrunk '/,-7e r SLOPE 'lC9pvC) .p �:':o• 1 (� tip. In v. Eiev see I V EL E VATION SEC -TION A -A STANDARD 60" /.D. MANHOLE DETAIL I z" When broken end of'pipe is with; n - ncnho /e break back lush with Ins /de of fianho /e wa // broken edc Smooth• When unbroken en` of pipe iS in manhole leave Soc/cre e-�d c ^d ti/.' fi'llets O upper section to drain. 12-404 Bors hooked Each end. 6 G��e:.a/ .�cx�frf - //! Gene2s,� .3ac%fiY/ G�nor,a/ Q9ckfi%/ W "oe�L /m,, of Pipe Zone •N� U/�Fer Limi! of Pa 2onr Q�: µ(i; � hHndSf� pod frcvr, � Q' 1 y.' C 3A•. � v° i TYP£ / BEDDING L - p�OUndB.HOn Los QO.' Mih TYPE /// BEDD /N DETAIL 4 J''UGYMt30t- TYPE H BEDDING +rte See t V. N �9 N STANDARD MANHOLE NOTES � /. Where mBnhO. /N 3'�rc.c %.'•-� ,ls: �S' in CX /Sl.;�q ,odvPn-?�n/ v,1 1•-,�° !tiv� lied Ksy ar Ifs ��x:3ri�q shoo /o�� the msnh0%> .ai. Letters 3 "h/ h be o; ® cad F/u,5h .v,Ln -,-7e 1 =x /sf.:-7q s ,face. Where +he 5 0 .9 ou /sides fho tra�'e'eo' WaS or in the !bo of ttie rr�n,7o /e cover /B "above ex.'s: i�r' q ou.�d ors3 Letters 3 "h9r, direr -c;'ed dy t.�c� enq::�c�Q'- x x 2. hoops of No.4 Wire gA=?// be cast ,i-ro a:/s%at �� W �` 3Bfefy in fa9no'bnq. { _ 3.S�e/ions of rndnho /es on the P/sns app;y of _ �. —' \ center,'ine of rrzsnnale un >'ess aft?i°,'-rvi.9�° no 4ac: � lava,- o - ^�. � shown at n'A9nr,0'O Cd-rW- /- csnd me p C 5 O \ / • invert gre4de //ne unless o/hsri /se nofed_ R• 2x D. 4 re9. d. \ I �� c O, Z>, CPro JZ �4 are shown on os;? eno sheets . _ _ -- g D�4ti � _ S. Co- �crete rhgs co�e� aid serf �- PLAN See note h''o.1 Top of"pave/nenf or ex/st /n9 Grade r—P /aster- f %lef / �- //2 "Cement M0,-4. - 24" a 8- 3° Collar ° sections ' SfOndcrd 24 "/. D. M.H. e v. °' Section centered STRAIGHTS /DE a -�. fCENTQ /C CJNE ; over,01pe down stream ° n s/Ce, orx4 ds man�;,ecru.rea by Assocsted Concrete proa.ets Co. or c�opro,•rc �_ s. Bnd cenfrifugsl /y noun un.GS <ss .�enuh'sc %..,_qd Oy Ame, -ican P.pe ano Constrc coon Co. o. sporo ✓eo eq a/ shall be 6dric-/c manholes with s min %mum 8 "'rte /;' LhcnneS.�(vvh.�n PLAN aeoih o {s�,„er exc�ds 22 f�E ; w a: / ih;c,4ness sfhs /' b: 12 //7che5 and Concrete rise 9 "x� /;' de ex.�rx �ed fo F :: �. f- oofinq For the /Z//7c/7 wa //- )con {arm ling to inferior m<vn- ho% d/inen5ions cgs deioi/ed Bncr fo the soeCi {Catio,^ /%a9y be cued as an option in /i�u of 4eitnch 1. O. ,or. -• - C'BSt tl'71�nh0 /�3. COnCr�fe mBnho% 6e,8E arld cr�,trsn� ' eS dd`tai/eo' She // 645- 4/Sd'd ho / ,-5. { SECTION X -X �rnovab /� St000sr Ssal with csment. MANHOLE FRAME AND COVER �/- G"X6" H6" Si je ^ E. B. Mori 3 Foundry Model Nc s M- -3644 I — commerciB/, Indus; B � aid. n / «, ` and X-3644,4, modlfl ed os obove, O%- I , approved aqua/. � '.,��• ,¢ 24 "5i3e DEB. Morit Foundrey/ Mode/ No. M -/254 � ' modlfieo�aaob oroporoveal a 9 ua/" i -CCsss :4�" ; DETA /L 3 6 I cotx o:. roll lad 24- ,: a �— %2 °Grout between beve /Jo %nts. ° t!c. 4 5t000er- CONE DETAIL CHIMNEY f h weer 7.-19,'7t o o ° DETA /t 5 3 Ye.. b 4 41 . • . - D ( See note on Plan . 8offif e wat/bn 7/" S obove, ll ^' 100 �`. of Trun t�E` .•n a:'�°be oY v b �c 'E"'C-;�.f /h \ *' ,a ° �.'P' Nhifo- wi/hi(76. 2rCy ,jam• Q•�' L - �/ c `w q 1..C7rL'.3✓C:/tJ!- 'V'i .,n?°e-C idi.Q CJmY 'Z°S.00,1L4 /, "� h- .a�..' ^�'X .\.� 6 Min. 48 I.D. JOINT DETA /L . 46ASE POURED /N PL,4CE °..:. Grusred Rack Belo- inq f Nlye- L A T E R A L PROP #A#IIOL E EL E V A T /ON DETA /t 6 STANDARD 48" /.D. MANHOLE DETAIL 2 T NOTE= Unt�SS O //7si-rvis�° SG�e-ifi�d, 'W" NO SCALE Over id h 517911 be the (argesf o -O. of- /he oioe or a •:. °N _" pine be! /p/ccS /2" for minimum width; A. � Uperr �;,�r,;'f of P,;oe Zone a'tW// be fhs 19rgs5," 0.0. of fhs ,o %,oe - �� � � O' C.hss °e'ezu�c„efe C 0 U fi T Y S �',1� 1' � T I G Ii D ; S R ! , T S 0 f 0 r. � '� k � � � .� ?! " I' °' ` or- pion be/ /p /us /6 "for m ®ximum pisTpi S ti� 7 \ w/ofh, "W "shall be measured /2" e�' C /ass G- roncrctr - / - Obo✓s fhs pipef� //. a ` •:�•:. _ NEWPORT AVE. SUB -TRUNK SEWER °- Firm C/neX caveted bank . o o° .� ° o 'C /L°a9n Bdnd _L Greve /arCrc%sf7dk-1%ock MISCELLANEOUS IRMANHOLE DETAILS !•Of left. - Mgx /mum to be defet-mined B O Y L E AND L O W R Y /n fie /d by fhe Engineer on fhe bear CONCRETE ENCASEMENT Of ,Taex /mum overw /dth a°,ccavated. k k h 111 N R I ml A TYPE_"E00 1NG DETAIL 7 y 4 , _ s f