The URL can be used to link to this page

Home My WebLink About3943-4� w 4 I 65. FL I I I I STREET CENTER INE INTERSECTION +2 .65 RAND I AVENUE =8101+00.00 SY AMORE LANE FLI I 1 I I �I r 64.81 FL �I 3HIGH I1 1 DRIVEWAY JK FENCE I I "ZK I APPROACH 64.69TC 64.02FIL I I I I i I I O ► I I 1 1 (DG) i I I CENTERLINE CB �� ods C°� r• ' STA=7+47.65Lo } 4 3(0 5.50 -- 64.06 I I I FS Z moi, I I 9 f o CIO 5.50 � 63.56 I I FS 8.43% FS (D3: z w 1 o U� -0 (3 A� I� 62.82TC 62.15FL wI II ®I i II ml I I 1 CD II J j BASIS OF BEARING BEING THE CENTERLINE OF CATAWBA AVENUE BETWEEN RANDALL AVENUE AND MERRILL AVENUE AS PER TRACT MAP NO. 9200 RECORDED IN MB 128/47-48 BEING NOO'00'10"E. EsENCI-IMARI� TM -,f : : .0•' DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER, II 111111 `�/� QUI IN III REV. �, TOLL FREE . 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT E+ REVISION DESCRIP11ON AVOITICKNI (-Cv(4e As M elle 0.61% FLOWS N U 0 00 NU L L OT 99 FF PER PLAN PAD PER PLAN ESSIOA,q rC--) C'Q 45946 0 SYCAMORE ZANZ- U m CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 (W AND V PER PLAN) LA -0 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1; CASE A AND LENGTH AS NOTED ® O U U p L --, N I I n 63.94FL I 1 N M N 00 -� LL- - r7 U �8 O p L- O I j N PER DETAIL ON SHEET 3 OF 5 c) (N <- .- O U I EX. BUILDING N U N W Z a) 00 PER DETAIL J pp U � 00 -} r -U J I cn 41 U 4 00 O U 00 +U Z N + r O d+ U r------� 0- 0 + U 1I CN STA=7+28.65 r U F -w _ + 1 F-- all N I + �� ±- 0 10 20 40 1 J W- { I CN I -l- llNN LL. + �-c�-I 1 �- IIc~oLI) u Li - +C)Ja N� ww X100 Iloo w� iloo SCALE 1"=20' Q�� _ ii®r` w.- EX. DWY �c�co r-ca�n E- il�rn� Li w Q rn DETENTION BASIN D ETAI L PROTECT -IN-PLACE ca Lcj- II Q r- c0 (0 1100- Q a) � n ern NTS c.a - - ®- - _. r �t 11 � -- - - co Z Lil Imo- Ln cD 1 I I I �-EX. �I � Q DWY- PROTECT -IN= PLACE �� zll � I� 0Q0�� CURVE DATA V)�� i i 1 �0 �� SII �(0� O R DELTA L T j �-z CL 1 A 25.00' 90' 10' 18" 39.19' 66S$ /ems 24.93' I 116 :! I a``~ \ I 1 �' B1(10 45.00' 90° 00' 00" 70.69' 45.00' FLOWS 0.61 % \ 65•� --,• li®N I N IL ---- --- c , ---- --- ----------- LIN E DATA I �jj LO I CIO I L 1 r�l --- - - - - O BEARING DISTANCE w - --------- 1 S 00°30'29" E 14.77' �/ INV OUT d � I L 2 S 00°30'49" W 10.61' 0+40.14---- __ J - - 0-) --------®J CB/LOCAL DEPRESSION 1 # 61.19 -- APPROACH _ -- - 60.66 CB/LOCAL DEPRESSION #2 W=10.5'; V=5.0' INV OUT r' CT. CONS0.010 RCP INV IN W=14'; V=6.0 z �` I APWA STD � j BASIS OF BEARING BEING THE CENTERLINE OF CATAWBA AVENUE BETWEEN RANDALL AVENUE AND MERRILL AVENUE AS PER TRACT MAP NO. 9200 RECORDED IN MB 128/47-48 BEING NOO'00'10"E. EsENCI-IMARI� TM -,f : : .0•' DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOWER, II 111111 `�/� QUI IN III REV. �, TOLL FREE . 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT E+ REVISION DESCRIP11ON AVOITICKNI (-Cv(4e As M elle 0.61% FLOWS N U 0 00 NU L L OT 99 FF PER PLAN PAD PER PLAN ESSIOA,q rC--) C'Q 45946 0 SYCAMORE ZANZ- PER APWA STD. 313-A, CASE A LATCH BASIN #1 • #2 DETAIL NTS 4 LJ z J L OT 37 LLJ L OT 138 CLI 0 �I a w a_ EXISTING O NATURAL GRADE c/) Of W 3: Z J x X0 Li CLI 0 of CLI 12' DET. BASIN U 11Q� SPT LWA �+ 2%MIN 3 2%MIN Q� 10%MAX 10%MAX 3'-CONC. SWALE SECTION A -A NTS 6' 6' 27. U m CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 (W AND V PER PLAN) LA -0 CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1; CASE A AND LENGTH AS NOTED ® O U U p L.L 0LL O p o a) U 63.94FL c`1 00 N M N 00 -� LL- - r7 U �8 O p L- O I j N PER DETAIL ON SHEET 3 OF 5 c) (N <- .- O U p 00 N U N W Z a) 00 PER DETAIL J pp U � 00 -} r -U J I cn 41 U 4 00 O U 00 +U Z N + r O d+ U 0- 0 + U J Lj-1+ STA=7+28.65 r U F -w _ + 63.29FL F-- Li- + �� ±- to -1 -j J W- + -l- llNN LL. + �-c�-I a_ �- IIc~oLI) u Li - +C)Ja N� ww X100 Iloo w� iloo -Iv-�w Q�� _ ii®r` w.- II �c�co r-ca�n E- il�rn� Li w Q rn 4 ca I- z II Q r- c0 (0 1100- Q a) � n ern �(0c0 0 ca c.a Il�p Q r �t 11 � o N Q ca co Z Lil Imo- Ln cD co Q t~ncoco �� UV) 0Q0�� V)�� (.0 �0 �� (0� _ \ 66S$ /ems a``~ \ 65.99 �"` - _. _FS / `FLOWS �' FLOW ` 66.1 FLOWS 0.61 % \ 65•� --,• FL ---- --- - - ---- --- ----------- 0+32.95 r�l --- - - - - r� 60.38 - --------- -- -------- ---------------- �/ INV OUT L 0+90.91 DRIVEWAY 0+40.14---- __ J - - --------®J CB/LOCAL DEPRESSION 1 # 61.19 -- APPROACH _ -- - 60.66 CB/LOCAL DEPRESSION #2 W=10.5'; V=5.0' INV OUT CT. CONS0.010 RCP INV IN W=14'; V=6.0 �` PER APWA STD 313-A CASE A PER APWA STD. 313-A, CASE A LATCH BASIN #1 • #2 DETAIL NTS 4 LJ z J L OT 37 LLJ L OT 138 CLI 0 �I a w a_ EXISTING O NATURAL GRADE c/) Of W 3: Z J x X0 Li CLI 0 of CLI 12' DET. BASIN U 11Q� SPT LWA �+ 2%MIN 3 2%MIN Q� 10%MAX 10%MAX 3'-CONC. SWALE SECTION A -A NTS 6' 6' 27. 34' 1 CONST. 24" RCP I TO DETENTION BASIN I I m � 0 64.04TC 0.61% DRIVEWAY APPROACH 7+72.65ECR 64.69TC 64.02FL 8 CF -T1 r- STORM DRAIN CONSTRUCTION NOTES: �1 CONSTRUCT CURB OPEN CATCH BASIN PER APWA STD. 300-2 (W AND V PER PLAN) ® CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1; CASE A AND LENGTH AS NOTED ® INSTALL 24" RCP (1350-D MIN.) ® INSTALL RIP RAP EROSION CONTROL SYSTEM PER SAN BERNARDINO COUNTY 63.94FL FLOOD CONTROL DISTRICT STANDARD NO. 183-A. 7 CONSTRUCT HEADWALL (WING -TYPE) INLET STRUCTURE PER SAN BERNARDINO COUNTY STANDARD o ✓/ I 209 WITH TRASH RACK (INCLINED) PER APWA STD. 361-0 �8 CONSTRUCT 3' WIDE; 0.5' IN DEPTH CONCRETE PILOT LOW FLOW CHANNEL PER DETAIL ON SHEET 3 OF 5 �9 CONSTRUCE CONCRETE PAVEMENT (4" THICK) FOR OVERFLOW PURPOSE 11 CONSTRUCT 4" AC OVER 8" OF 95% COMPACTED NATIVE SOIL PAVEMENT FOR MAINT. ACCESS li 1 1 1 1 r I PER DETAIL ON SHEET 3 OF 5 1�? INSTALL 6' CHAIN LINK FENCE AND GATE PER APWA STANDARD 600-1 34' 1 CONST. 24" RCP I TO DETENTION BASIN I I m � 0 64.04TC 0.61% DRIVEWAY APPROACH 7+72.65ECR 64.69TC 64.02FL 8 CF -T1 r- I ENOR, 0 0 DATE I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. eVfESSIoy� �`�� LIN ��Gl `yam R 12/)1/ m EXP. 12j ijQS / c�� - ' I PREPARED UNDER THE SUPERVISION OF: MODUS ENGINEERING, NC. 25 MAUCHLY, SUITE 317 IRVINE CA 92618 TEL: '(949) 450-0590 r a r -AX: (94�_45€�'-�-0.,9� 1 DATE Ao/zj, QT T STA.=7+67.65 64.61 TC „ 8 CF 63.94FL / 64.14EP 1 o ✓/ I � / I s I E. D SIGNED BY: ALEX. C / I STA=7+61.65 1 64.51 TC 12"CF I 1 1 I 1 If 63.51 FL li 1 1 1 1 r I CENTERLINE CB I 1 1 II STA=7+47.65 I 1 I I Iw I cn 41 STA=7+33.65 64.04TC 12"CF 63.04FL r O � c' 1 STA=7+28.65 63.96TC „ 8 CF _ 63.29FL 63.49EP STA=7+23.65 63.45TC „ 62.78FL 8 CF CATCH BASIN #3 DETAIL DATE I ENOR, I CITY DATE I SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. eVfESSIoy� �`�� LIN ��Gl `yam R 12/)1/ m EXP. 12j ijQS / c�� - ' I PREPARED UNDER THE SUPERVISION OF: MODUS ENGINEERING, NC. 25 MAUCHLY, SUITE 317 IRVINE CA 92618 TEL: '(949) 450-0590 r a r -AX: (94�_45€�'-�-0.,9� 1 DATE Ao/zj, QT T DRAWN BY: J.H. LEE E. D SIGNED BY: ALEX. C CHECKED BY: C. C. L. C ARLIE C. LIU, CE; 41497 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN TRACT NO. 16378 SCALE: TYPICAL SECTION AND DETAIL DATE. 2005-09-19 APPROVED BY: J - DWG N0, IT/5 CITY ENGINEER R.C.E. 51152 DATE: 3943