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HomeMy WebLinkAbout1590-1321-T ............. . ........ .. ...... ...... 7 ........ ..... . ...... . ....... ........... - .......... . ....... .... .... ........ J7 .... _ , ..... 1 .......... ......... .. . --- _ - -- - - ; __ _ . c�,�vE o�rA 2 an 44 L now 0,0 W. �sls�r 'ems tf� e5A S 7' Y40_5'4M/ 7:60 L O010 SDA D _IAEA CLIZA 112MA f 1 r ZOZ2 Mn A n_ LINE " B " I Y. ,10.00 CT/ON /1iOTEs• f2 ea -A5 -1r- _'05-/ '� ,P �� /v logos �' NorE� i� ��oF>Z c2146577- 72 '1.PC11I lril �b ---- CONST N. H. MO. 2 BfN1V1A16T0N 6"IKf a/. i1VLw�44';0Fe1V REVI SI ONS Hca «/ANL,Z�_ Z,2 WA -5A'//l/L, Te9lV GG0�,2elA O TO ��t S T YD S�/✓J / ?',,:!�F- F 0 O !x:�> ///9/8 7 "I �e _ '4 o_' Ground Surface-, t it LT Go/v. Step I I - Std. Dw9. Z-096 , t -2 -= l- L.q.C. f. C. Q. ____ _ ___ __ -Electrically butt weld ends or I (ol _ , � I /op ends of bar W - ,�Id Q I I I IT I I .L • '4 Bors w 4 HOOP BARS (VV I NI Where H /s more than 4'-O: D S3- /3/e" for +o most hoop in shaft; +4 Hoopso/2- each /ow r hoop in succession increases 3'/ in diameter to a maximum of 4-0 in the ver/ice/ portion of the shaft. t I Z rOopvtionea/ i _ /5 dowel construction joint with continuous 4. ©waured p when manhole shaft a not DE T41L poured monolithic with manhole or storm 9" i I ---I drain conduit W '5r % f - Manhole or ' - / J�� 45 IV4NIIOZ.4�E �. Storm Drain Conduit SECTION A - A /V T.S. ------- ----------- -- -_--__--_ ___._._.__------------- __ ....................... -27.�--------------- A _____-_ -_ 1 �• /��-' 1. /!�" --- ----- ---------- ���----------- -- _ I I I ----- 1 1/-- �__1 i I 1 T__ I I I 1 �•r 1 1 1 It" 11 lis --1---1- ---L---- lift ----- jai . See { Vlq / •Y'- O tr x?4r - a i i}' � 1 ' i / -4 k300 tall `` ! I 1niDDfr 9oske� --7+ 'rbreos /or mocA SECTION 8-8 T. ,' .., ��� / —�� I+-------- ---------- -- I ,3- /.-screw sleds. � }" ?4 ,---I 1 " _ o bo/1------------------ -- 11 --a{--- N S/ze �0 I' 1 O 8 /ons- SECTION OF MANHOLE 3 NOTES: T�ji, manhole 0101 FRAME a COVER, • ,� �g . - - - - - M -- '� R Manhole France and corer shall be node of 9M cost Iron y. 47 conforming to lbs latest A.S.M. standard A4B, class 30 (• �� t.\f._______________'I a better. Pressuro Plate shag to sloe% Embed 6 . \ \ Wrou hI iron 12se/s req'd- \,\ VD/ x SECTION A -A ?. All ports of /be Monhoe Frame and Cover except mochlned g '� /�i surfaces sbo// be coated wl/A os 2 regia- . ---_j z- T iO� Half S/ze phollum palm. �H� , hh• p D a Y Mm"f Rome and Cover shah' be tested for accuracy of fit' J e � M � + � sand a be ked /n sets Defoe oi►Hvery: %he Cow/ sAoll � stof u o a '_� "�i O� fit Ibe Fmms SMWY DO not 1/ghHy. _.___-.- pphts • '" — 1 4 Covera shell bear the teller 10' fa/ Storm grain stn *r#*. h 1 1.4 `1.. d Welghts of fierce,Cover, aid Ftessure fa'ale sba/l nol vary r, ---._ h Z_ more than two percent from those given heream D E TAIL "Y" f DETAIL "z" LETTER DETAIL (3"/'-07 6. Where a manhole shaft is required /t shall be a Slandard _ --- ProSsuro Manhole Shaft per �g f a j / .[ above Ho// S/r a 1 _ _ - _ ?7 �� , ?T � n _ _ _ 4 0 7. chis manhole From* and Cover may be used for hydrostatic heads See dolor/ i a 1 i �'� 1 -Ori// ho/es. p ,/-A I 1 up /0 23 feel above steel late. r for AO/fig • i B \ \\ I ; \ i \3 rill hole..- 1 S/ A A�.`ti�� B / r i 1\\ i014/� /moi A I - ' 2 /r IIS-_ )-hole- r \\�� 1 ff"S1se/ / RjE55ZJRA M4MgOZ. E ho/e, �y plots 151 FRAME -PLAN COVER -BOTTOM COVER -TOP PRESSURE PLATE :20 Weight /Sod Lbs. Wel A3/ g 1260 Lbs. W&Vhl 421.b= I� S T YD.S�/�l / TE L D D II!A D �OFC�-��Q CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STORM DRAIN PLANS ^rI%SCALE ♦ �� A HORIZ.: 1" =- 401 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 i VERT.: 111=4 !1/S/!r!1! Min A rk_ CIVIL ENGINEERING LAND PLANNING LAND SURVEYINGDATE: CHECKED BY PREPARED UNDER THE SUPERVISION OF: lecz STA.38+00.00 TO STA.4 5+3 1.09 JAN. 198.6 JOB NO. APPROVED � � DR. N0. SHS N0. 8682 ROBERT C. IMSANDE, R.0 . E. 25609 DATE CITY ENGINEER R.C.E. 18932 13 OF �7 L1 R L T �O/1/1�N)n;7 /2'�6" X06 00 40�WOd " .6198 . TO �p1. O .35°46'44" 904/9,00/ 565-761 292.4.5' 14-1,11 To O 002-15"04"" 24/4 GOl /6.20' 9./0/ TO /W,y l� 7048 • /0'/ 24 4 00/ 328.75' 3 W. TD P,ec 2 an 44 L now 0,0 W. �sls�r 'ems tf� e5A S 7' Y40_5'4M/ 7:60 L O010 SDA D _IAEA CLIZA 112MA f 1 r ZOZ2 Mn A n_ LINE " B " I Y. ,10.00 CT/ON /1iOTEs• f2 ea -A5 -1r- _'05-/ '� ,P �� /v logos �' NorE� i� ��oF>Z c2146577- 72 '1.PC11I lril �b ---- CONST N. H. MO. 2 BfN1V1A16T0N 6"IKf a/. i1VLw�44';0Fe1V REVI SI ONS Hca «/ANL,Z�_ Z,2 WA -5A'//l/L, Te9lV GG0�,2elA O TO ��t S T YD S�/✓J / ?',,:!�F- F 0 O !x:�> ///9/8 7 "I �e _ '4 o_' Ground Surface-, t it LT Go/v. Step I I - Std. Dw9. Z-096 , t -2 -= l- L.q.C. f. C. Q. ____ _ ___ __ -Electrically butt weld ends or I (ol _ , � I /op ends of bar W - ,�Id Q I I I IT I I .L • '4 Bors w 4 HOOP BARS (VV I NI Where H /s more than 4'-O: D S3- /3/e" for +o most hoop in shaft; +4 Hoopso/2- each /ow r hoop in succession increases 3'/ in diameter to a maximum of 4-0 in the ver/ice/ portion of the shaft. t I Z rOopvtionea/ i _ /5 dowel construction joint with continuous 4. ©waured p when manhole shaft a not DE T41L poured monolithic with manhole or storm 9" i I ---I drain conduit W '5r % f - Manhole or ' - / J�� 45 IV4NIIOZ.4�E �. Storm Drain Conduit SECTION A - A /V T.S. ------- ----------- -- -_--__--_ ___._._.__------------- __ ....................... -27.�--------------- A _____-_ -_ 1 �• /��-' 1. /!�" --- ----- ---------- ���----------- -- _ I I I ----- 1 1/-- �__1 i I 1 T__ I I I 1 �•r 1 1 1 It" 11 lis --1---1- ---L---- lift ----- jai . See { Vlq / •Y'- O tr x?4r - a i i}' � 1 ' i / -4 k300 tall `` ! I 1niDDfr 9oske� --7+ 'rbreos /or mocA SECTION 8-8 T. ,' .., ��� / —�� I+-------- ---------- -- I ,3- /.-screw sleds. � }" ?4 ,---I 1 " _ o bo/1------------------ -- 11 --a{--- N S/ze �0 I' 1 O 8 /ons- SECTION OF MANHOLE 3 NOTES: T�ji, manhole 0101 FRAME a COVER, • ,� �g . - - - - - M -- '� R Manhole France and corer shall be node of 9M cost Iron y. 47 conforming to lbs latest A.S.M. standard A4B, class 30 (• �� t.\f._______________'I a better. Pressuro Plate shag to sloe% Embed 6 . \ \ Wrou hI iron 12se/s req'd- \,\ VD/ x SECTION A -A ?. All ports of /be Monhoe Frame and Cover except mochlned g '� /�i surfaces sbo// be coated wl/A os 2 regia- . ---_j z- T iO� Half S/ze phollum palm. �H� , hh• p D a Y Mm"f Rome and Cover shah' be tested for accuracy of fit' J e � M � + � sand a be ked /n sets Defoe oi►Hvery: %he Cow/ sAoll � stof u o a '_� "�i O� fit Ibe Fmms SMWY DO not 1/ghHy. _.___-.- pphts • '" — 1 4 Covera shell bear the teller 10' fa/ Storm grain stn *r#*. h 1 1.4 `1.. d Welghts of fierce,Cover, aid Ftessure fa'ale sba/l nol vary r, ---._ h Z_ more than two percent from those given heream D E TAIL "Y" f DETAIL "z" LETTER DETAIL (3"/'-07 6. Where a manhole shaft is required /t shall be a Slandard _ --- ProSsuro Manhole Shaft per �g f a j / .[ above Ho// S/r a 1 _ _ - _ ?7 �� , ?T � n _ _ _ 4 0 7. chis manhole From* and Cover may be used for hydrostatic heads See dolor/ i a 1 i �'� 1 -Ori// ho/es. p ,/-A I 1 up /0 23 feel above steel late. r for AO/fig • i B \ \\ I ; \ i \3 rill hole..- 1 S/ A A�.`ti�� B / r i 1\\ i014/� /moi A I - ' 2 /r IIS-_ )-hole- r \\�� 1 ff"S1se/ / RjE55ZJRA M4MgOZ. E ho/e, �y plots 151 FRAME -PLAN COVER -BOTTOM COVER -TOP PRESSURE PLATE :20 Weight /Sod Lbs. Wel A3/ g 1260 Lbs. W&Vhl 421.b= I� S T YD.S�/�l / TE L D D II!A D �OFC�-��Q CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY STORM DRAIN PLANS ^rI%SCALE ♦ �� A HORIZ.: 1" =- 401 3186-L AIRWAY AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED 8 i VERT.: 111=4 !1/S/!r!1! Min A rk_ CIVIL ENGINEERING LAND PLANNING LAND SURVEYINGDATE: CHECKED BY PREPARED UNDER THE SUPERVISION OF: lecz STA.38+00.00 TO STA.4 5+3 1.09 JAN. 198.6 JOB NO. APPROVED � � DR. N0. SHS N0. 8682 ROBERT C. IMSANDE, R.0 . E. 25609 DATE CITY ENGINEER R.C.E. 18932 13 OF �7