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kt_ Constructiv, t Adjust M H, to .{rode Survey (S1I.Sb'Lj (trw� ,il of 4) eta. I U t " - Install -ta. 6+47, 4'� i. I r ,t ::_L11 ( lypel ) r_„nt>t :i U , (rf,c 7 J 12"0 Alt Dr r:, - Connr:c.t to cast. Ruut Drum 1 ` I F „r 6 + 47 53.5' (Lt ) Stu 8* 50 3 S' ttt j - ----- -- '�unbt `✓ i1.i - ---- — Clean existing S.D.I. Sta 4+48, 45 (Lt ) 12 '0 Alt. Ur r.,, I� '•SII 24 L F. of Install. '25 l F ur � to remain in place Install 35 L_F, of 1 Z 'a Alt. Ur Wipe 12"0 Alt D, Pipe �InstollU 2 SL F 12"0 Alt. Dr. Pi tclJl H MAki- L = 19 69 FL. 19 24I a Clean 130 L F. exist. storm drain Pe tr,� 16 70 nv 1 F L 1 y b - ---___ 12"0 Alt Gr r / tYncled '[� .,r 624 i pipe, to remain in place \_ _ _ � C(9")C_ Slat) nv 16 9U I y D + 1 f EiCv _ 1, ,5i D. C.Ist_ `S .I. ✓� // 21 t)6 i _ i k Plug ends of pipe + - -D_ : . --- _. 11 ii•. _ -_ - _. tj —: __ ~I� _. L} }00 _ ` -- - - - -- 18 D 1a D - 8 - -- - - 1 D II D - - -- 5 6 - - - -- --- - - - t - - - 15 D L -- 11 10+00 it D Clean existing M H Adjust Const Const_ S_D.I y Sto lot (r -l;r 1 ) Frame & Cover to grade (Typ.) Sto 6+47, 28 t, _(l.t nstall 3`_i Install 35 L.F of „t f ,, 12"0 Alt, Dr, Pipe % t 8 + t 1 So' " I , ' �1 1 0 Alt F.L.. = 19.96 t. ,rrsFt. SUI (1 „ - I } � Inst SII 6u t f ,t Const S.D.I. (Type t ) Inv = -17.00 0 8+25.3u' S o Aft rir Sto. 3+ 11 . 17, 74'(Rt ) 1r "toll 60 L F. ..,r Install 80 LF. of 1210 Alt Dr 12"0 Alt. Dr Pipe F L = t j 1 b 1\ F L_ = 19.25 16 80 : Inv_ = 16.00 -k t Note: Existing storm drain -={k shall be abandoned in place and existing S.D.I.'s shall 0 40 oU -1 t ) be removed unless otherwise noted on plans. �� — - — - ,utter t,r,lde (Lt Where storm laterals cross over existing water , _h,rf"tu U :rr line, place 20' class 200 pressure pipe. moi. r_t IN FEET awin, t_w - -,7. CW- M s Wit, I to �Ir, f.l�'t IT j�C I S. DATUM Approx. Finished Grad 6+4I I - iu � t6 2 - ----- - - -- - - ----- - __..---- -- - -- -- -- ---_ f - d Wj i rs Sta. 1 + 16Lai t Const. M.H. E n Const- M H. Connect to Exit MH St . 2+90, 8' (Rt o � E a �� Sta. +48. 8' Kt L 22 Inv. 11 .78 - 14.80 (12" o c `n In rn _ r .r ( I rn - v. 1650 (1L 'i In 3 1 3-27 1 8' O ' w ( _- -- `y_ _ .__._ :;t.. r t i C �. " ,;; �, r r"' r. . M rl u 7 u- , ( 07 9! n w Inv 14 61 18' C 8 1, t i - ----- I - 00 > N w ,n ? 04 ".. t 6 1 5 1 2'� ----- + w � o w c w v Inv - Iu 31 ( 18") ° _ O m N (J to O O W c• cv u� v "� v 20 - -- - - - - - - - _ + w + W _ - _ - - - - - - - - - - - -- - - - - -+ -- r v u w i + + w tJW W N - - - -- — ro 1 ts2- - --- It - - - - - II -510 +(�20% P Il - +0.337G e Slope 18 ---- - -- _ --_ - -- _ Horizontal Scale: 1 ” = 40' -- Vertical Scale: 1 " = 2' - - r 16 " 2 2" G - ---- o 0 i - - - _ _ _ _ ! > � 5"a AIC D --- I I l t F 18"0 All Ur t pe vpe 00020 1 - — - 0 oo - — — --- -- - r e 198 L lace 199 L. g e-Att: v I I 18'0 Alt. Pipe Slope 00035 - - - - - - - - - 15g tF 14 I I -- - - - Pla e Iape-� p pipeA - - - -- — RE ' 1 + IF I I pl ce 175 L. 18 1 C } 44 --__ = 0.0085 Slope 12 : -A.000 — = __ II — -- - - G ---- - -- trt 1 AI: TT 10 11 Elev=9.7 Cu. Exc. — — -- - --- - Yds. Emb. I i E E iSta. -- —.__ DRAWN ( . AWN BY DATEZP 0 1 2 3 4 5 6 7 8 _ 10+00 T ENGINEER DATE NECKED DATE SUBMITTED DAEAP;PROVAL RECOMMENDED DATE AI 3,'97 - ---------_._ - Yra'y8COUNTY OF SAN JOAQUIN SCALE AS SHOWN STORM DRAIN PLAN SANGUINETTI LANE IMPROVEMt. 1 AND PROFILE (Wilson Way to Alpine Avenue;) FILE NAM DRAWER SHEET N0. ACAD REVISIONS DATE e: \som\songuin\plan -