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Std 305+01 . 10 __ + Sto, 31.5+ 13�; 34, __ <br /> Sia 314 58. 52Str1 330+00- 00 Sto 330+00 <br /> 32..05 =RT -__ - - _ - 8 . 90 _ RT <br /> 75. 44 RT . 00 <br /> 60 - - -_ - _ 58:._00, _L-T 5.8. .0;0 RT-- <br /> :FL 54. 0f) - __ _ _- _ - FL 51 50, <br /> Ffr 52. 00, FL,. _= 53-. 00 60 <br /> FL 52. 35 <br /> OG <br /> -- - - - S 0. 1 f - + _ _ - Oc <br /> - <br /> 50 - <br /> - <br /> - <br /> 5,6 LF 18 " RCA ( ' L . I V _ - <br /> 5 0 <br /> C ? � _ ',_ � - 116_ LF 24 RCP (CL . I V <br /> - SE DRA-1 NAGE ,D ITCH 18'! MEDIUM <br /> DUTY .FLAP qaTE� - _ NAGE SYSTEM, <br /> -- _ - �4 MAGE SYSTEM 1Q . <br /> Sta 305+56. A3 <br /> - - - <br /> St a 314+36. 62 <br /> St +36. 10 Sto 335+36. 10 <br /> 57. 561 LT _ - _. - _. <br /> _ 69. 14 ; LT a 3 <br /> 60 C _ 69.x061 LT36. 62 39. 00- -LT _-32. 00._ RT __ <br /> Ft 55. 50 0 FL 60 <br /> _ - 53. 0{1- , Ft = S3. _ _ <br /> 53. 50 FL _ 30 , - FL 52;. 80 <br /> - <br /> 50 <br /> t - - - - - EX 1-ST 1 NG_ 18 CMP _ - - 50 <br /> -T0 REMA 1 N. .I N 'PLACi= r - - 66 LF - 24 RCP ( CLP I-V) <br /> - <br /> SW' DRA E NAGE -,D i TCH - <br /> _ . DRAINAGE SYSTEM <br /> Sto <br /> Sto 322 08. 86 0 Sia 334+461. 77 _ <br /> 77 2'-1 L L <br /> - - - - _- - <br /> 60 - _ - -58. 00__L T 60. 80 LT T <br /> OG - - <br /> - Ft _ 53. 00: __ 60 <br /> FL 57. 00 0 <br /> - _7=7- <br /> _ <br /> FL _ 54'. 50 <br /> TTT- <br /> - <br /> _505 <br /> - 1Q 0 <br /> Sta 321)+63. 3$- <br /> - 68. 47 T - <br /> __ Niw DRQ► +MAGE © ITCH - <br /> - - <br /> - - - _FL =._ 51 - 70 <br /> Sto 320+8I 23 <br /> - - - - - Sto _320,,+ 14., -_ - - <br /> 91 R;I M = 55. 50 _ 92. 47 RT <br /> - 76. 461- RT <br /> F = 521. 00 <br /> - 4�l _ : S=0 -Sc 1 .-Q1. L__ <br /> Q 2 MEOIUM QUTY FLAP GATS _ _ FL 52A 30 <br /> e /e <br /> Std 3�0+63. X38 - <br /> REMOVE £XISTIN6 68,-47 _RT - <br /> 15" CMP AND 18'* CMP- FL ' 1 43 ! - 4 " - <br /> 8 LF 1S FRCP (CL . -1V ) <br /> + I _. + - - _ __ 3 <br /> _ eta! 3 16 12. 18 Sta 31 9 7 . 67 RIM = 55. 50; Sta 32 1 19 ' 26- <br /> :- <br /> _ _. <br /> :- 2-8 L-F 24" RCP-- ICL. _ . I V) e - <br /> 60 53. 20_ LT 52. 00 LT - 49. 26__ RT <br /> - - - _ <br /> FL 50. 71 Ft 51 . 00 . , - _. m 60 <br /> 5 - Ft ,51 . 60 QRA 1_NAG_E SYSTEM_ <br /> - - - oc - <br /> _ - ' <br /> �--- S 0i 08t. -- <br /> 50 - T <br /> - ,- <br /> - <br /> �. _. - 1 - 100 --L� _J-AGKED a _. <br /> z 50 <br /> 4 F 4 " R p I V a <br /> r <br /> -6 L _ _2 __G, (CL• ) " _ . _ 60 LF_ 24 " RCP (CL ._ ; IV1 _- <br /> 36 RCS i CL ASS i/ ) <br /> _j <br /> Std 3 i 5+66. 1-9 _ _ . _ <br /> NE - D2A CNA-GE D1_TCH <br /> - 54 ._47 _LT . :_ _ 50 t,F 56 RCI' (CL . _ I V) - <br /> FL , - 50. 50 <br /> o <br /> Sto ;330+00. 00St * - _ , - - _ <br /> a 35 36 I0 Sto 337+96. 00" <br /> -58. 00-._RT - <br /> 3 -.-00 RT _ 30. 05 RT__ . - - - a <br /> 60 __ _- _ _ <br /> FL = 52. 3 Ft - 52. 80 - FL = 53. 50 <br /> 06- <br /> I <br /> o _ -- s = a 08 _ <br /> CD s = 0. 26% _ <br /> �.-- -so <br /> 50 <br /> . o <br /> a <br /> CD <br /> T x r T/� <br /> 1O <br /> . NE'r - NAGE NAGE D_� 1 CH _. REGISTERED CIVIL ENGINEER �O A. ¢� <br /> l <br /> S�/5�02Lu <br /> y o <br /> PLANS APPROVAL DATE ANO. C60254 <br /> Exp. 6-30-04 <br /> QUINCY ENGINEERING, INC sl Q Q <br /> 3247 Romos Circle qj� Cjvik- <br /> Sacramento, CA 95827 - 2512 OF CALIF" w <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE z <br /> DRAINAGE NAGE J ACK TONE ROAD SHEET TOTAL <br /> MIGNAEL SANGNEZ 5/ 13/02 COUNTY OF SAN J OAOU I N HORIZ : 1 ��=50GRADE SEPARATION NO. SHEETS o <br /> JEFt% 0[.60N 5/02 KAKEEN TATMAN 5/02 1v h ' /i� op').d )� s/z+Jz VERT : 1 =1 0 , <br /> PROFILES 15 41 a <br /> FILE 77717 DRAWER SHEET NO. ACAD REVISIONS DATE <br /> 5085KON2. OGN <br /> - - - _--- ----- it <br />