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HomeMy WebLinkAbout2590-2Q25=67.4 C.F.S. Q25=52.1 C.F.S. - E W ! d — 1500D 1618.50 INV. J�Qj � �" U 5+00 6+00 7+00 8+00 U O U n w d L = c) 00 m_1 = m +; m Qo U H W / z O ¢ + 04 00 + �tiL F ti6� + - E W ! d — 1500D 1618.50 INV. 1625 U �" / 5+00 6+00 7+00 8+00 U A CONSTRUCTION NOTES: - U ! d L = c) 00 m_1 = • m Qo •S� Fj, H W / � In - 00 + �tiL F 161 + av 1614. TORONTO — — — i 0.0100 00 W. S. N CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL + +o � C7 30_: Q • J U O Oo Q d 4 m 160NJ W --CONSTRUCT 36" R.C.P., . D-1500, : SEE BEDDING DETAIL r ON SHEET 7. A Lq CLa (U CU to r7 (3 Cr ' N a K) M (' W W N CDW � - (3 m Q Z W U U LSI m m O ` QROFESs�O 00 O M O M O 06 LO O N M ca N � H O + + + _ No.35275 � � Q Q25=43.9 C.F.S. Q25=26.9 C.F.S. HGL(25) - Its INLET E W ! d — 1500D 1618.50 INV. a U �" / 5+00 6+00 7+00 8+00 U ,6 w CONSTRUCTION NOTES: - U ! d L = c) 00 m_1 = ` m Qo 00 H W / � In C3 L �i 00 + a \N�' / + o O TORONTO p 7 oiOoi W m 00 Ow N 10 N CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL + +o � C7 30_: Q • J U O Oo Q d 4 m - O CONST. 94.36 L.F. N NCONST. 59.32 L.F. CONST. 153.83 L.F. 24" R.C.P. - 1500D ' 36" R.C.P. - 1500D 36" R.C.P. - 1500D A 1+00 2+00 3+00 4+00 U d — 1500D M n a U �" X 04 Md . 5+00 6+00 7+00 8+00 U ,6 w CONSTRUCTION NOTES: - U "t 04 � N = c) 00 m_1 = O� w Qo Q O U N � w H W N m N W 1O—CONSTRUCT . r 18"-R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. U O 0 o O TORONTO p 7 oiOoi W m N Ow N 10 N CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. +o � C7 30_: Q • J U O Oo Q d 4 m - O W --CONSTRUCT 36" R.C.P., . D-1500, : SEE BEDDING DETAIL r ON SHEET 7. O +00 O Lq 06 (3-00 .- (j 6 w m 5 ' N d(3 4a—CONSTRUCT 42" R.C.P., D-1500,., SEE BEDDING DETAIL � N d � QROFESs�O (n L) 5a—CONSTRUCT � H CONST. 94.36 L.F. N NCONST. 59.32 L.F. CONST. 153.83 L.F. 24" R.C.P. - 1500D ' 36" R.C.P. - 1500D 36" R.C.P. - 1500D A 1+00 2+00 3+00 4+00 3 +o {N00*00'007W A • U 1 W a a U r- Q aM U N r -) U m Z W 3 .. 00 U 00 � O M Lo O 2 7 / / / Cn U •► �,� _c) N + cD z W N N O) O � + co N "� 2 _ Cn a HW n V / = Co II O D r ± M Z~ * X / / +QOw = N O> ;a ZV) W J J to m i QC7 U �J + c0 / / O� N Z Za- (nW U A V) m r- Uo ``� / / 3 � w •W C6 5m0 O �O ¢ O/ / V1 m I"�L` U N O + ca+ tiw � II +o i +O / / / Q� U 3 N SEE SHEET 3,.,.Xw 6 N FOR SECONDARY N 11 • 5 N 11 OVERFLOW INLET . 8 6 STA. 1+00.00 END 36 R.C.P. EXIST. CONCRETE COLLAR / 31+00 A 'T—. •- . eRIDLEpA �",� — — ' - DR11/E - HGL(z5) / / � s / w / 1M / cd U CONST. 700.25 L.F. 24" R.C.P. — 1500D M n a U �" X 04 Md . 5+00 6+00 7+00 8+00 + *q- ,6 w CONSTRUCTION NOTES: - 3 +co "t 04 � N = c) 00 m_1 = O� w Qo Q O U N � w H W N m N W 1O—CONSTRUCT . r 18"-R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. U O 0 o O TORONTO p 7 oiOoi W m Ow N 10 LO a CONSTRUCT 24" R.C.P., D-1500, SEE BEDDING DETAIL ON SHEET 7. +o 1 10'F- 30_: Q • J U O Oo Q d 4 Za - O 1O $' --CONSTRUCT 36" R.C.P., . D-1500, : SEE BEDDING DETAIL r ON SHEET 7. O +00 O W WC) W 06 (3-00 .- (j 6 w 5 ' N d(3 4a—CONSTRUCT 42" R.C.P., D-1500,., SEE BEDDING DETAIL ON SHEET 7. N II 3 QROFESs�O (n L) 5a—CONSTRUCT A MANHOLE PER APWA STD. PLAN 320-0. r Z ~ No.35275 � * Exp.9/30/99 O—CONSTRUCT MANHOLE PER APWA STD. PLAN, 321-0. _ sr 7&—CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=28' — N58'54'15"W Z U M (D --CONSTRUCT a CATCH BASIN .PER APWA STD. PLAN 300-1, W=21' 11 +00 F- _ N CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-1. 0 �0 7 10 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, CASE A. 8 Q a 10 a78 m n V coo a 00 11 N +4- --jV)W A r-11 ( 0 11 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-0, • CASE B. N 2 Q + _ 00 + O > O o 79 A CONSTRUCT 24" INLET STRUCTURE PER DETAIL ON SHEET 3. o M 43 Z a- ^ > w w ¢ �w fQ-Z m 1 U J 44 m V) O �W oVANCOUVER AVENUE cN0 O •m� O U� w S � U N ±oA WM O F- W U m l co 7 vLLI Z>- 0 N^ Q �o ^Uf��CL UN�00 1 i 6 Qa I I O I O lnQ� N U U r- J l� O +1 O— 00 (6 117 + O + 0 O� U Q H cn CURVE DATA °° J L)Q N W(n w M O W N W j U) w �J N �m N m 1 DELTA RADIUS LENGTH TANGENT (A> 75'00'01" 45.00' 58.90' 34.53' ( -- B 1918'00" 331.00 111.50' 56.28' 1 73'0 (C> 15'24'02" 569.00' 152.94' 76.93' N71 *27104"W 2 0), 04'31'59" 1 794.00' 62.82' 31.42' $ + _ 3 +o {N00*00'007W A • U 1 W a a U r- Q aM U N r -) U m Z W 3 .. 00 U 00 � O M Lo O 2 7 / / / Cn U •► �,� _c) N + cD z W N N O) O � + co N "� 2 _ Cn a HW n V / = Co II O D r ± M Z~ * X / / +QOw = N O> ;a ZV) W J J to m i QC7 U �J + c0 / / O� N Z Za- (nW U A V) m r- Uo ``� / / 3 � w •W C6 5m0 O �O ¢ O/ / V1 m I"�L` U N O + ca+ tiw � II +o i +O / / / Q� U 3 N SEE SHEET 3,.,.Xw 6 N FOR SECONDARY N 11 • 5 N 11 OVERFLOW INLET . 8 6 STA. 1+00.00 END 36 R.C.P. EXIST. CONCRETE COLLAR / 31+00 A 'T—. •- . eRIDLEpA �",� — — ' - DR11/E - HGL(z5) / / � s / w / 1M / cd 51 U m rn 50 L' LO 49 O. C1RG�E - a CA �= rbo \ C� XOp 2 U CONST. 700.25 L.F. 24" R.C.P. — 1500D M n a U �" X 04 Md . 5+00 6+00 7+00 8+00 51 U m rn 50 L' LO 49 O. C1RG�E - a CA �= rbo \ C� XOp 2 CIVI\. "I2Ec6z0 PAAWIMGs" T¢.14573 OF CAI�� REVISIONS LINE 'A' 9+00 31 The SP Consulting Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 PREPARED UND THE SUPERVISION OF: 5 oz M 9 3 oz. L A DATE APPROVAL DATE THOMAS A. PETERSEN R.C.E. 35275 1 a x O U) � Z N W � U W W n � N N + + N (n TA. 11+24.E (L M. H. N0. M.H. 321-0 HORZ.1'-40' VERT. 1'=8' I- U 11+00 M n a U �" X 04 Md . �� + *q- ,6 w o� Z=- z O 3 +co "t 04 � N = c) 00 m_1 = O� w Qo Q O U N � w H W N m N W (f) 131 —� JA cn m U O 0 o O TORONTO p 7 oiOoi W m Ow N 10 LO a it 11 +o 1 10'F- 30_: Q • J U O Oo Q d 4 Za - O 1O $' 2+ O O +00 O W WC) W 06 (3-00 .- (j 6 w 5 ' N d(3 9 cn ¢o w N II 3 QROFESs�O (n L) r Z ~ No.35275 � * Exp.9/30/99 _ sr CIVI\. "I2Ec6z0 PAAWIMGs" T¢.14573 OF CAI�� REVISIONS LINE 'A' 9+00 31 The SP Consulting Group 6 Morgan, Suite 100 Irvine, California 92618 (714)587-3012 FAX (714)472-3176 PREPARED UND THE SUPERVISION OF: 5 oz M 9 3 oz. L A DATE APPROVAL DATE THOMAS A. PETERSEN R.C.E. 35275 1 a x O U) � Z N W � U W W n � N N + + N (n TA. 11+24.E (L M. H. N0. M.H. 321-0 HORZ.1'-40' VERT. 1'=8' I- GRAPHIC SCALE 40 0 20 40 a0 160 ( IN FEET ) 1 inch = 40 it A PRECZ l;LE5r ' 0P_A NN I KIM -S P R, HUDCLESTON� JR- DATE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SJW DESIGNED BY SJW CHECKED BY SES JOB NO. DATE: STORM DRAIN IMPROVEMENT PLANS SCALE: -LINE "A" HORZ.: ,"=40' VERT.: 1 "=8' TRACT NO. 14573 DATE: PLAN AND PROFILE 01/05/98 / y DR. NO. SHT. NO. � CIN ENGINEER R.C.E. 25126 ZSgO 2 OF 8 N 0 N 0 U) 00 Cy) Lr) I/ o� 16 0- 10+00 11+00 12+00 .. 7 M 10 Q� w W Sib W r. = N o O TORONTO AVENUE m a N LO a it 11 18, 1 10'F- 30_: U O Oo Q d 4 Za - O 1O $' 2+ O O +00 O W WC) W 06 (3-00 .- (j 1 00 5 ' d(3 m cn ¢o w N II 3 v~i (n L) N � I _ — N58'54'15"W Z 0 11 +00 F- N51'34'36"E 0 a W CU O a78 m n V coo a 00 N +4- Z A ( 0 (U c� ca N 2 Q + _ 00 + O > 79 O r- CD Z a- N w ¢ �w fQ-Z m 1 U J (n m V) W U N cN0 O •m� O U� N ±oA WM O F- W 7 vLLI Q �o 6 Qa j w .W GRAPHIC SCALE 40 0 20 40 a0 160 ( IN FEET ) 1 inch = 40 it A PRECZ l;LE5r ' 0P_A NN I KIM -S P R, HUDCLESTON� JR- DATE CITY OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY SJW DESIGNED BY SJW CHECKED BY SES JOB NO. DATE: STORM DRAIN IMPROVEMENT PLANS SCALE: -LINE "A" HORZ.: ,"=40' VERT.: 1 "=8' TRACT NO. 14573 DATE: PLAN AND PROFILE 01/05/98 / y DR. NO. SHT. NO. � CIN ENGINEER R.C.E. 25126 ZSgO 2 OF 8 N 0 N 0 U) 00 Cy) Lr) I/ o� 16 0-