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Home My WebLink About3119-6Q100=98. C� V100=6.2 7PS Q100=2.7 CFS Q100=98.8 CFS �-_---------' V100=6.2 FPS VMAX=3.9 FPS •_ 1 II 100 -YEAR H.G.L. II II 910 II Q100=97.4 CFS V100=6.1 PPS LO Q) W J m - ...................... _ Lo_ II II TT L A PO a] -100-YEAR H.G.L. a J W I I _____------_------------------� �_ == _---- - U) - ---.----------------------i -_._.-------------_--- _-------------- i I � ------------- I 9_07.58 LAT. "A-6"- LAT. "A-�" I I 907.67 w I INV 8" R.D. IL INV 24" 907.83 I 07.57 _ U) 1 I 907.97 INV 8" R.D. I I INV 18" S=0.0029 907.32 S-0.0029 INV 12" --- I-__.-_-.-----------------�--------------�-- INV " w S=0.0029________ --------------------------------- - _- _ _._ ._._---.--------- _ _ 907.23 _____ _ _ --------- PRIVATE STORM DRAIN '�r_„�' ------------------ - o 4 N to � INV 36" PER SEPARATE PLAN Fraci Ln LO to � N z > coo z z 11 v It} Z + Z 00 LO to Z_ �f-mN Wr, � ,* Z� N > ZO to +1-- Q 00 Q 'c0 Jc0 n Z Z O V) O N O� C� O) r- z IQ- JO H JO Q-j� It Z� V) U 0) V) U O) 1- Urn < _j 00 r- 0 rn co00 a�VOT A PART-SLL LIRA ING NO. W N"�' �> 0 z oz +a- 09 a -z j�Z +CZ [ - +d +- C0d> :w Z- Q_ �W N 0�r� 01� +az Z� Orn z� r O) - HWS z0 W� Qztn WO Qz0 FQ-0 �Z� �m0Oi W0 m0 V)W0 CONST. 18.00 L.F. °�'') �`' °i °) c~n W o - CONSTRUCT 400.00 L.F. 54" R.C.P. D-1350 rn CONSTRUCT 144.28 L.F. 18" R.C.P. D-1500 LATERAL "A-7" ULTIMATE I Q100=95.6 CrS V100=6.0 FPS 40+00 41+00 LINE "A" PROFILE SCALE: '-JRIZ. 1" = 40' VERT. - 1" = 4' 42+00 43+00 44+00 45+00 -1- - 46+00 54" R.C.P. D-1350 47+00 - 0) CIO N89'35'20 E CL- Wiz.- - Emco I 185.27 `� 0;0- 5 Q) - Q N S=0.0029 w �r W -- - ii v~i o I 5 0) m 0) i A I 45+89.93 O - - - - - NII P -1J P -E - - - I oo w I S=0.0029 ---- --- I --- _--------------------------------- ----- ---------r---- ---- ------ - - SA'6+61.' - - - - - - - _ - - - - - - - - - - -. - - - - - - - - - - -. - - - T - i i - i N89'35 20 E 400.00 I 906.3 CINV -o C�JtLr------ - ---- ` ---- ----- --;rE ---- ------ - -� - STA 4 82.19 ------------- ------- C L. INT. o Z 7 �07 ------------- 0 * =14.0,0' I I '1906. 2 INV 54" T + z h '�N89'35'20"E V= .10 I~ 40' STORM DRAIN 31.81 5 10 Q ----- -- ---- S=0.0029 5 7 884 40�'W EASEMENT TO CITY "A-8" 909.26 cnI OF FONTANA ± LAT N70'12'5E INV I I-____. S 0.0029 9.42' 19 STA 4 +01.1 ----------------------------------------- S=0.1062 L. NT. 17 -------------------------------- ------- 90NV INV __ I I 906.8 INV 5 " -- -- -- -- ---__------- __----- -------__-------- __�- -- -- LAT "A-9" 1 =28 0 =6.07' N70' 12'9.44' STA 4 +32.73 17 1 6.02 PROP. CMP 91 FL RISER O W RADIUS TANGENT LENGTH (n 90'00'00" 9 N W I t0 N :r r W = a o NOOpMjI M <O PER A.P.W.A. STD. PLAN � 0za�° M Iwo CONCRETE PLUG. 10 ro W > r . > sj W> OdZ -WK Z - V) 0) Oa.Z o a o 54" R.C.P. D-1350 47+00 - 0) CIO N89'35'20 E CL- Wiz.- - Emco I 185.27 `� 0;0- 5 Q) - Q N S=0.0029 w �r W -- - ii v~i o I 5 0) m 0) i A I 45+89.93 O - - - - - NII P -1J P -E - - - I oo w I S=0.0029 ---- --- I --- _--------------------------------- ----- ---------r---- ---- ------ - - SA'6+61.' - - - - - - - _ - - - - - - - - - - -. - - - - - - - - - - -. - - - T - i i - i N89'35 20 E 400.00 I 906.3 CINV -o C�JtLr------ - ---- ` ---- ----- --;rE ---- ------ - -� - STA 4 82.19 ------------- ------- C L. INT. o Z 7 �07 ------------- 0 * =14.0,0' I I '1906. 2 INV 54" T + z h '�N89'35'20"E V= .10 I~ 40' STORM DRAIN 31.81 5 10 Q ----- -- ---- S=0.0029 5 7 884 40�'W EASEMENT TO CITY "A-8" 909.26 cnI OF FONTANA ± LAT N70'12'5E INV I I-____. S 0.0029 9.42' 19 STA 4 +01.1 ----------------------------------------- S=0.1062 L. NT. 17 -------------------------------- ------- 90NV INV __ I I 906.8 INV 5 " -- -- -- -- ---__------- __----- -------__-------- __�- -- -- LAT "A-9" 1 =28 0 =6.07' N70' 12'9.44' STA 4 +32.73 17 1 6.02 PROP. CMP 91 FL RISER O DELTA RADIUS TANGENT LENGTH G 90'00'00" 22.50' 22.50' 35.34' J.S. DATA J.S. DATA J. S. DATA S=0.1504 908.00 /q.L. INT. STA 46+82.19 STA 47+01.19 STA 47+32.73 11 INV / 906.57 INV 54- A=70' A=70' A=70'_ " STA 7 38.87 B=2.00" B=3.00' B=3.00' N70' 1 LAT ? 52 � / £ EN IPE 9 C=1.54' C=1.75' C=1.75' 9.45' Z) 90 .5 INV PROPOSED D=4.50' D=4.50' D=4.50' S=0.0500 "A" `".915.23 R=908.26 R=908.10 R=907.53 CATCH BASIN FL co tO S=907.67 S=907.23 S=907.32 TEMP. CURB' HE EON 916.55TC °) v 0) o , SEE STREET C.L. 14 C.B=ST. STA 58+72.16 PLANS 915.44 FS w r 10 *C.L. 28' C.B=ST. STA 58+98.16 � J- ql--i EX. R W D ETAI L "A" ENO OF I--,' L. I C BIO GRADES AT CSP RISER SCALE: 1"=40' g ITERIM I_. i uu=10.0 C=_S VMAX=3.2 FPS I I i i ' 915.36 S'LY TC II ITERIM - _.-Q 100=25 4 -, S VMAX=6 100 -YEAR H.G.L. I I 100 -YEAR H.G.L. I I I �I I II � II CONST. 9.42 L.F. / 24" R.C.P. D-1350 S=0.1062 LAT "A- 8" CONST. 9.44 L.F. / 36" R.C.P. D-1350 S=0.1504 LAT91A-999 d Z � N LO co) w0) CONSTRUCTION NOTES.- CITY OTES= ITERIM Q 100=50.1 CFS VMAX=7.1 FPS 920 91 .55 9, 5.59 S'LY TC TOP RISER, % "C 915.23 - - -FL - H it 00 -YEAR H.G.L. I � II I I� 010 I II 906.57 INV 54" 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD., PLAN 3080-2, 906.4211- CASE 3. SEE DETAIL W > 906.48 > O a_ Z D-1350, BEDDING PER n- 900 INV 54" O �- a o INV 54" M to PER A.P.W.A. STD. PLAN � 0za�° M Iwo CONCRETE PLUG. 10 ro W > r . > sj W> OdZ -WK CONSTRUCT 42" C.S.P. Oa.Z o a o EL FL - 0 CO CONSTRUCT JUNCTION co ��N �ZN '-Z- c� ao D-1350, BEDDING PER o rn CASE 3. SEE DETAIL ON SHEET NO. 1. w0) 21 V~)m0) V) L.A.C.D.P.W. STD. PLAN 3080-2, V)mrn CONST. 9.42 L.F. / 24" R.C.P. D-1350 S=0.1062 LAT "A- 8" CONST. 9.44 L.F. / 36" R.C.P. D-1350 S=0.1504 LAT91A-999 d Z � N LO co) w0) CONSTRUCTION NOTES.- CITY OTES= ITERIM Q 100=50.1 CFS VMAX=7.1 FPS 920 91 .55 9, 5.59 S'LY TC TOP RISER, % "C 915.23 - - -FL - H it 00 -YEAR H.G.L. I � II I I� 010 I II 906.57 INV 54" CONST. 9.45 L.F. 36" R.C.P. D-1350 S=0.0500 LAT "A-10" OCONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD., PLAN 3080-2, LO CASE 3. SEE DETAIL W > r<i > O a_ Z D-1350, BEDDING PER n- 900 o ro O �- a o z rn 7O O PER A.P.W.A. STD. PLAN � 0za�° M Iwo CONCRETE PLUG. 10 to a) (n W O) CONST. 9.45 L.F. 36" R.C.P. D-1350 S=0.0500 LAT "A-10" OCONSTRUCT 54" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD., PLAN 3080-2, RAILROAD SPIKE IN EASTERLY CASE 3. SEE DETAIL ON SHEET NO. 1. 6O CONSTRUCT 36" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, S/0 JURUPA AVE CASE 3. SEE DETAIL ON SHEET NO. 1. & 36.2 7O CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN NO. 320- 1. SEE SHEET NO. 8. OSEAL PIPE WITH 8" BRICK AND MORTAR OR 6" CONCRETE PLUG. 10 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2, W=PER PLAN. SEE DETAIL ON SHEET NO. 7 11 CONSTRUCT 42" C.S.P. RISER PER CITY OF RIVERSIDE STD. DWG. NO. 412. SEE DETAIL ON SHEET NO. 9. 17 CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN NO. 331-2. SEE SHEET NO. 7. 19 CONSTRUCT 24" R.C.P. D-1350, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. SEE DETAIL ON SHEET NO. 1. 21 CONSTRUCT 18" R.C.P. D-1500, BEDDING PER L.A.C.D.P.W. STD. PLAN 3080-2, CASE 3. SEE DETAIL ON SHEET NO. 1. PRIME BENCH MARK: I SECONDARY BENCH MARK: CITY OF FONTANA B.M. 581 SOUTH EAST CORNER JURUPA AVE. RAILROAD SPIKE IN EASTERLY &MULBERRY AVE.; SET CHIS. AVE.; SET CHIS. " " � BCR; FACE OF POWER POLE N0. 674320 E 64.0' S/0 JURUPA AVE AT THE NORTHWEST CORNER OF & 36.2 E/0 MULBERRY AVE. JURUPA AVENUE AND MULBERRY AVENUE ELEV. = 918.40 ELEV. = 915.775 PORTION OF SEGMENT 5 NOT A PART -SEE ORA WING NO. 3096 TOLL FREE -'qmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SE'OMENT 5 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 3s- RECORD ORAWING -31191x3 H• A• ( •2® O �OFESS/pay ceEAWNEMNc' - LAND SURPEIW -- SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� Y. 1. '46, Fy ®16800 VALLEY NEW AVENUE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �0�� 9��® PHnu�1-4811 ��i)M1-�3 CS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, oe 11;c z THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * R.C.E. NO. 43293 * Prepared Under The Supervision Of BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �P 3-31-04 Q STANDARDS IN EFFECT. q�F OF �V 11 STANDARDS : dpi , C A�- HAIDOOK I. AGHAI N RCE N0. 43293 FOR PUBLIC BIO PORTION OF SEGMENT 5 -STA. 40+00 - STA. 47+38.87Lost 2007SD aCnY 36 d 902 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STORM DRAIN DRAWN BY: SCALE: VERT. 1" = 4' BW/AN PLAN AND PROFILE HORIZ. 1" = 40' DESIGNED BY: DATE: BW 5/01/02 CHECKED BY: APPRO DRAWING NO.: HIA 3119 CITY ENGINEER R.C.E. 51152 DATE: