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HomeMy WebLinkAbout2493-3.tifI Q25=39.81C.F.S. Q25=21.6 C.F.S. 1 Q 25=18.2 C.F.S. 1 STA. 10+90.93 C L M.H. NO. 4 s g Q =10.8 C.F,S. O• o Q25=10.8 C.F.S. I .9 / { 25 0 o I FINISH SURFACE OVER # €o o RSM M.H.321-0 I s o Z r I I 6 I I i o N C/L OF PIPE I I T z N FINISH SURFACE OVER o+ i o+= M C/L OF PIPE _ m J 1 W. S. _ � I � � , 16 cn v i o i6�8 �,��� U s LATERA E LATERAL IF H GL25 ' i , I I { HGL25 , 1 j I 1 IC) N i E i { 9� � 1615, 0 W.S. � I .� I I 1610- _J. 1610-;1615 - _-1,6-14-.6- ----W.S. #615, I 0 CO I FINISH SURFACE OVER ` + = I I ! S=0.1689 FINISH SURFACE OVE143r' C L OF PIPE C/L OF PIPE i S� co'`�• / o�'-�' + i o 166 cn I NCD O '�• 1612.1 Q25 =9.1 C.F.S. / - Q25 =9.1 C.F.S. r � I I W.S. I r� o I I o o I I HGL ro HGL25 `���� z r 25 I r- N � � 1611.1 �`� I t _ i 00 O co ? I - ��1 � > z , I i W.S. I + I z • i t O I O II SURFACE R _ _ _ _ _ .. F N SH URF CE OVE � 1600-,-J 1600 1610 1610.FIIISH .SURFACE OVER a �© sip C/L OF PIPE + Z N / ao Cq L L C L OF PIPE � 06 �6� o M "� ► d to 06 (o� r I ~ �`�' 04 CD o Q I o Wf¢- w t¢- j E¢- w E¢- z I 606 • _ N� / w cn m cn I (o Co (o w v HGL25 t Ld HGL25 I t , (f� _ I I w CON T. 26.63 L.F. 18 R.C.P. i CONST. 12.67 L.F. 8 R.C.P. I 18" / I / o 1613.0 W.S. 1500D 1500D LLI 151 N ET (EI W / / 00 _ 1612.8 = - 0+10092.1 ; o W.S. S=0.0794f i W 0 / / + a: 1611.83 I j " INV• 3 [ i i t S i A 1 � 6 J• / 1 ; ti •6 F � o �' N 1600 1610 1 1610 I 1590 0 Q 1590 1600 I • V. I W I I m � I o s., Ljni i i U s O O V? t of 4 4 # i ; I C14 Q� O I j w Z » N N N z � of z w LAiRAL H ��,,� t o d LINE A o z W � » LJ w w I I W w w w J o f ' c� a' ,\co° Z �, �, LATER L G ; + i rn OI ; oo C + + ° co ` i rn i rn o ; I o a. � C:Co m I co i 1 l + + + E¢-- H¢-- N o% a-- + ai o; 1I I # { + + 1 ( O O o of 1 (o Lo i + F O.. O. + l I F I T-� CONST. 133.55 L.F. 24" R. ,P. 0 000 + 000 o 0 6 000 , I { HORZ 11m40' � � � � • 1500D a � Q c� � Q c� Q o I CONST. 242.75 L.F. 241 " R.C.P. - 1500D I U) v) CONST. 68.52 L.F. (n >, I V) w m m (~n w + I I 24 R.C.P. - 1500D VERT' 1 -4 �NE 6 CONST. 23.55 L.F. 1 R.C.P., 1500D CONST. 17.64 L.F. 18 R.C.P., 1500D { { 7+00 s+00 9+00 10+00 11+00 0+00 1+00 1+00 0+00 1+00 a 83101 5' 5' 10' 18' 18' 10' 28f 28' 6 STA. 1+38.15 C/L M. H. NO„ 5 62 =STA. 0+00.00 LAT. G1& H O STA. 0+01.75 84 BEG. 18" R.C.P. LATERAL "H" 1 c L C. B. No. 7 SEE PROFILE HEREON (21 -0 , V-4.50) 8 10 1 ST. STA, 11+52.18 w_ w w 1 p g C L C.B. N 0 $- - > > (21 -0 , V=4.50) 0 E ¢ ST. STA. 11+43.75 STA. 0+19.39 x � STA. 0+25.30 0 6 END 18" R.C.P. 10 llUj < END 18 R.C.P. 85 w `� �,- 61 10 8 o STA. 0+01.75 C= o �-- SEE SHEET NO. 2 J Q CD C)BEG. 18 R.C.P. w z 8 > o MATCH LINE - STA. 7+67.49 d" -- -� = w o 6' to C� � v rn o m w w W x �� � '"? w� o 12 5' S' �� oz�oo� �� c± o (o o o� CO U 2 aw UJ U) �°- po C3 >+ OZ Q �� o rnTl_ �� Jco �o � o 10F 10 +w mwI o+, N Q f¢_' + + M� o °, O o o% Z- �`_ r �- 28 0 ° JN�aca ¢c� 87 v~i �' O ±N ± m rn0 0+ o o+00 m�< 4 o O C), cnw O II (o cnw LLJ41 u7m Z 5 ¢� �m �w v�� ��p 4�Z + o N61 20'2 7 W W 1 86 ~ 4Q `- in (n II 1 �Z' <v v v ¢ 13 - -- 6' ST. STA. 10+00.00 LA SARRE DRIVE =ST. STA. 17+42.28 TUNGSTEN AVENUE LATERAL C 14 SEE PROFILE SHEET 2 6 STA. 7+70.33 C/L M.H. NO. 2 =STA. 0+00.00 LAT. C & D 11z O 0 15 5' S' CURVE DATA 0 DELTA RADIUS LENGTH TANGENT A 43'34'22" 11.25' 8.56' 4.50' B 04'55'27" 244.00' 20.97' 10.49' C 01'35'08" 994.00' 27.51' 13.75' 00 N �l LA-(olSARRE D1910A B vC15 II 11+00 12too 00 53'01'07" 8+oo LC) s+oo - 10+00 _ 14 W 0o >, - 00 00 N617-21 X25"E - - Ln - -- - 2 0,4 Lo � 2 28 0 1 30 1 w m 2 g �S w _ - ^ �O (n .-- a. ¢ m U Orn / m `n Q <� I I Cr �Zz v �v N Imo: Ua;Na: `V"I>I °�°S� 25 � 27 �. �,0 � 1. o� � o� � z� - 0 CD CD W � z O N C3cli 8 G oar cnw o+ o+o �w �w F¢- Qo ¢�¢o �N� �S' 18, rn 0: U*)v O m ISI U -)T- Q (n m (n m (n (n w U")m (~n w C) I\ N Z O (1) O o (o (n II 8 o d ft, ILINE A'm 6 10 36 11N (n Q o <w �z w � (% W (n m m w U (o QROFESS/pN ~ No.35275 * Exp.9/30/99 CIVI OF C RE-WRO DWO - TZ /4570 DA/L y REVISIONS CONSTRUCTION NOTES: 1& -CONSTRUCT 18" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. 2O --CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. @-CONSTRUCT MANHOLE PER APWA STD. PLAN 321-0. O8 -CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=21' 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE A. Y i 4 t � .. . . . . . . GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) zisco Olt 0 1>1 *VV I W a) 1 inch = 40 ft. CITY t")F FnNTANA CALIFORNIA PUBLIC WORKS DEPARTMENT o 0 0 � i N� ,��' The s Consultina Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176LCS PREPAR D UN ER SUPERVISION OF: � -- 2.3 -� % THOMAS A. PETERSEN R.C.E. 35275 DATE: i DRAWN BY LCS STORM DRAIN IMPROVEMENT PLANS �) �) )) Q )) LINE A & LINE V TRACT NO. 14570 PLAN AND PROFILE SCALE: HORZ.: 1"=40' VERT.: 1"=4' DESIGNED BY CHECKED BY SES DATE: 7/23/97 �• 2 at JOB N0. APPROVED 9' q- CITY ENGINEER R.C.E. 25126 DR. N0. 2493 SHT. N0. 30F 7 APPROVAL DATE APPROVAL DATE