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SCALE s I• 22 "'BASELINE AVENUE 6 X (' Rc_le>ZTENT. TRACT NO. 14296. IF Il wiIwiloca?��U. + �1\--___________________________________SATERAL -`A SALMERIA S AVENUE �D 6 -l9N�1 l LATERAL A-1•+ _j II LINE A W p d 5bc 4B�I 1 II 1245 If V uj ��W_z MARGARITA DRIVE CONSTRUCTION NOTES: CONST. 56" R.C.P. [D -LOAD AS NOTED] CONST. 24" R.C.P. [D -LOAD AS NOTED] MLSH f� OFW� � JYZ(n Q N DETENTION BASINSEa Dw& ]949 -A s47 I o1c) 7MARIPOSA DRIVE pa•VEMENT 3 KtJ�C4� OUT C,6 JC. 01 DELTA/BEARING RADIUS LEN./DIST. TANGENT 26� 02'°12'23" 744.00 28.65 14.33 oo N !044�m'W 54-60 28. 7!J' LOCAL OF -FR .55ION PER 0EiTkkL.. Ot4 5HF_-ET =1 =vii N 4s' a4 ,% E Ca•7C=H 1-t • 74N 63-66 5 0°04'58"W 4 @ 6 3&D. 2�1 I01 5 1 5 6 la 5 5.76 M11N 5 5 40 6 2'-0" 0° 64 i' i88/ vy 15 5 1 6 6 75-78 5 5 50 6 G_21 10 5 G 0 6 15 6 6 6 I 81-84 5 5 5 I• 6 2=4' MARGARITA DRIVE CONSTRUCTION NOTES: CONST. 56" R.C.P. [D -LOAD AS NOTED] CONST. 24" R.C.P. [D -LOAD AS NOTED] MLSH f� OFW� � JYZ(n Q N DETENTION BASINSEa Dw& ]949 -A s47 I o1c) 7MARIPOSA DRIVE pa•VEMENT 3 KtJ�C4� OUT C,6 JC. 01 MAX cctiE,� (FT.) . JUNCTION STRUCT. TYPE T1 PER O.C.E.M.A. STD. 1311 [SEE SHT. 9] 25 26� JUNCTION W� 4 • 9 CONST. oo zw ��N 54-60 CONST. LOCAL OF -FR .55ION PER 0EiTkkL.. Ot4 5HF_-ET =1 =vii CONST. Ca•7C=H 84.Str-1 ( L=-) DETAtL- DiJ SViEET 9 63-66 CATCH BASIN OPENING DETAIL CB.* -10&11 NOT TO SCALE ONSIS REIN S',D. L we ",4 -Ile 1_>er6 V710V2_ -_ ADD RECORD ,04M. JNFO 17CONST. MAX cctiE,� (FT.) . JUNCTION STRUCT. TYPE T1 PER O.C.E.M.A. STD. 1311 [SEE SHT. 9] CONCRETE BULKHEAD DETAIL CONST. JUNCTION STRUCT. TYPE VI PER O.C.E.M.A. STD. 1315 [SEE SHT.=►] 4 • 9 CONST. CONCRETE BULKHEAD PER DETAIL HE -KE 6IU3I 54-60 CONST. LOCAL OF -FR .55ION PER 0EiTkkL.. Ot4 5HF_-ET =1 4 q6 CONST. Ca•7C=H 84.Str-1 ( L=-) DETAtL- DiJ SViEET 9 \ REVISIONS Qw 0 IMEMEME IN SEMMES �MESEEME� EMMMMM= MM nlrv%wil llama/IRI/�■■wb,11.1\rl■■II/M■r1/I►►M\lan•/rW'TI.a%��Itr�r/_►.•��R%lu k/.l�/■■■■■la'•ir- =A.a�Jiiii a�.0::MEN DDDDDOIPA .;,■i1■wmw ■1a■I\1■■-I■ W.1 Illusion ..ii wwwwwwwwwww _---_---=-w ----------w W■�-_L..,Aw:_-uODDODDDDDs==�_=___________ _■ 1►a, �-r.r� wwwwwwwww --• •:���a�i'� D DDDOs�sssws ■■awa��■■, r■ ww ■..w ■•t•■ �■a► ®FP4.,L%.=: 1011171111 lm : ^ D D NN= r.la►.a■ a■ www �mimm �:ss• = -��i DDDDDDDDDN i-�arsii DDDDDDDD� '�lip � =-°D°ODDDDDs ■1 -As" '1-r �..C:�■��--►� -' DDDDDDN rr•v www-- '" DDDDDDDON �:�w.,,' DDDD� Va1G w DDD ��N OD DON D D �DDDD� w sw� 0.0.+1211 L A L SEE LIFT //\` DETAIL BELOW / RCP �\ (1 id III O.D.+I2'1 LA FRONT VIEW. I•a (IN.) MAX cctiE,� (FT.) t (M.) A BARS CONCRETE BULKHEAD DETAIL 48-51 5 4 4 • 9 10 4 4 15 5 4 �a 6 54-60 5 4 4 q6 1 t 10 5 4 EL 15 5 5 o 6 63-66 5 5 4 @ 6 I01 5 1 5 6 la 5 5.76 69-72 5 5 40 6 2'-0" 10 5 5 13 6 15 5 1 6 6 75-78 5 5 50 6 G_21 10 5 G 0 6 15 6 6 6 I 81-84 5 5 5 I• 6 2=4' 10. 5 6to 6 15 6 6 (?5 5 87-90 5 5 6 v 6 2'-51 10 6 6 0 61 15 6 6 Q 5- 93-96 c 5 6 04 6 2'-7" IO 6 6 0 5 15 6 7'0 6 1820 E. 16th Street .' SANTA ANA, CALIFORNIA 92.701 � � �0 2938 N �I CHECrED : GATE STAN 1 + 39. 24 T � STAN 7+88,94 �-- FINISHED SURFACE t COVER r A BARS.: SECTION A -A LIFT DETAIL. IN NOTES: I. CONCRETE SHALL BE CLASS "B:' 2 REINFORCING STEEL SHALL BE CENTERED IN BULKHEAD WITH HORIZONTAL '•A" BARS TOWARDS OUTSIDE FACE OF BULKHEAD. 3. WHERE CONCRETE BULKHEAD IS • USED WITH RCR, t Q A .BARS SHALL BE DETERMINED qY THE HEIGHT OF THE R.C.B. 40 LIFTS SHALL BE REINFORCING STEEL WITH SAME DIAMETER (d) AS "A" BARS. RECORD DRAWING CONCRETE BULKHEAD DETAIL 23 NOT TO SCALE BENCH MART : No. 360 BASIS OF BEARINGS: THE BEARING OF N 89 51'00" E FOR CITY OF FCALIFORNIA CITY OF FONI'ANA BENCH MARK # � THE NORTH LINE 0. THE BE 1/4 0. 360 A NAIL IN POLE # 1536704E SECTION 36. TIN. . 3. S.B.M. AS Al' SOUTHWEST CORNER OF LIME SHOWN ON TRACT NO. 3348. M.B. PUBLIC WORKS DEPARTMENT AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF ELEVATION: 1376.03 BEARINGS FOR PHIS MAP. DRAWN BY: • SCALE: STORM D PLANS io 3/ cn /,�Q '® .� PREPARED IN THE OFFICE OF ESS/ PLOTTER _ ._ HOR . 1 40 , MADOLE AND ASSOCIATES. INC .�o@o CONSULTING CIVIL ENGINEERS �. a� I �� cIp DESIGNED : ALMER I A AVENUE VER 1 "= 4' .• 1? g M c AND LAND PLANNERS o� 1820 E. 16th Street .' SANTA ANA, CALIFORNIA 92.701 � � �0 2938 N �I CHECrED : GATE STAN 1 + 39. 24 T � STAN 7+88,94 PHONE [714] 835-2548 Exp. 3-3 `?� JOB NO. DWG. NO. SHEET NO. ENGR S CITY 2.. st CIU1� �lF 1�q`� 0F CA1. 142-609 APPROVED ��� 5f-414% 9Z 0 F DATE DATE APPROVAL APPROVAL : 8 . MA N L A S TA S R.C.E. 29438• DATE �----" �- F.+•s CITY ENGINEER R.C.E. m 31 ZS/ZG v