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Li■■7■■ ilii _ _ _ _ ���u err � � �rrrrr�rrrrr. rrrrr. �rrrrrrl rrrrr. rrrrr� rrrrr. � r� i rr��i ii i7 l ! / r �i���� Il�ss'isS'Sss i�i�1. t l l�Zs �iil�i 11 ! il��■i,i� 11�� :sC�s■■�sssQSSss ���� ii�lw� 11 � -11-1� s� T i I�i1i �i* Al 0 F. r n �M tri/srl�r fps■f�� 32+00 33+00 34+00 35+00 36+00 37+00 35+00 ;ju+uu C.L. 2V CA .- � � � ll Fl1Tl1I�E S'TdRlrl or�uw MULBERRY STA. 11 +86.05 END 30" DiA. RCP STA +471 00.1 MULBERRY STA. 11+76.09 48.25' LT 2 A = 45' 00'00' (� I LINE L SEE PROFILE A80VE B=30' 4 5'1" D 1 = 42 15 9 END 3d' DIA. RCP _ 42 I I MULBERRY STA. 11 +37.09 48.25' LT 26 CONST. MANHOLE PER A.P.W.A. SM PLAN 322-0. w- D2ti L S = 881.32 29 42 34 UNE "K" SEE PROFILE ABOVE 27 CONST. JUNCTION STRUCTURE PER A.P.W.A. STD PLAN 331-1. w 1-00 O C.L. 28' C. (� N co v Q coo (n MULBERRY STA. 11 +47.05 " 39 I ATA 45' 0 0 ' 0 0' 27 29 < t Z O CONST. CURB INLET STRUCTURE PER CiTY OF FONTANA STD. DETAIL 121. N44 55 01 W H = 30 AND DETAIL ON SHEET 1. �"� o Dn. 42 15.91 ' w N I m � z + �_ C.L. Z8' C.B. D 1 = 42' 32 CONST. JUNCTION STRUCTURE PER CITY OF FONTANA STD. DETAIL 332-0. + o 26 _STA .+ 0 43 a o 0 Ai MULBERRY STA. 11 +08.05 �� S 42 r` w v MO A 45 0 0 cn .} O , � m a. � o � � END 1 !'I�' DiA. RCP 6 S 879.79 34 PLUG END 0>F PIPE rl►tTl-i BRiCK AND MORTAR. o 0 +& B= 36 f.,_i oz u o z W ao ti C 3 E 8 0' �- �D `� ��11 �� END 2,' DIA. RCP n r . � STA , 3+34 E 7 , �, �, on W MjARLAY STA. 51 +71.15 37.59 LT z �- 48 U 38 CONST. 5.5'x3' RCB PER DETAIL HEREON. rn o 32 _ 4 < D 1 = 6 0 � w f` a N LINE I" SEE PROFILE ABOVE �� 65 w � b � Of A - 45 0 0 0 0 - - D2 = 54' �Q o `f v~i �, I j MULBERRY STA. 11FlLE .SABOVE.25 LT 03 _ CD _ w �-- N �- � r ,� • 1 LINE X SEE PRO � B 36 f R = 877E 07 w � co io } N4Ar55 I I 39 CONST. 42' RCP STORM DRAIN (D-1350). � o _ L o z cr + 41 15.91 ' STA. 37+90.43 UPSTRE z D2 - 60 C ��, ,y. RUC , IC$ti1 877E 00 w TA 4 D o d r, o .- �, (� STA. 37+61.06 DO M -' UNDERGROUND EDISO� 1T �' BY a. �- �.� 32 A = 45' 00' 00' �' ,� =r�, 40 CONST. 1IlI' RCP STORM DRAIN (D-1350). DE IS W&_,84 z Q z P cL �, z WORK OTHERS BEG. PIPE CL ,,,U_, B : t EXIST. (E;ROUND T1kvF. SIG. 4 .". i STA. 7+ �u _ _ 26 ©X z _ 51 o + EDI- �'� J,IiT �, r Q- A - 45�; j'00' �' ST. L T. R - 2 Q _ _ SEE ' ''' `�' °� Y 41 CONST. 2�' RCP STORM DRAiN (D-1350). 0 7 9 ---� --� `, 45 1 + 3. E B, 5-< wr*K o 4,+ 1 Q R/W r S AINAGE P ,N., ` c" i"bo .46 884 ; CF 29 P �� 54 • 42 CONST. 3d RCP STORM DRAIN (D-1350). h , B 45 �� S � 1 �17C Q � 42' U/8. 92- - - - i 1 5.5 I- - - �- �. E I ALT 43 CONST. WRCP STORM DRAIN (D-1350). S 878 Till ' CONST. 4g' RCP STORM DRAIN (D-1350). M,- 44 STA 74.23 All Mif A CONST. W RCP STORM DRAM 4.r 1 CONST_ fid" RCP STORM DRAM MN CURVE DATA 0 DELTA RADIUS LENGTH TANGENT C 4500'00" 22.50 17.67' 9.32' D 44'42'57" 22.50 17.56' 9.25' iv�w: v 7R7C�