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Home My WebLink About3210-44§ �N Lo Ln SCALE IN FEET SEE DWG. NO. 3144 AVENUE 0 40 80 120 160 FOR STREET IMPROVEMENTS SUMMIT E I I " u II I a n SII PIN]NJ, JfI 1J I I I Q- E Y ii 00 (D' ) I it N I I I EX. SEWER I\ 140 E. FRONTAGE RD..a, I II I II !! I I I n I BEECH AVE CONSTRUCTION NOTES 1�- CONST. 11' X 9' (3.35m X 2.74m) CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX PER CALTRANS STD. D80 2 CONST. MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. PLAN 323-1 3C CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 334-1 5 CONST. 24" (610mm) R.C.P.,1350-D LOAD, STORM DRAIN PROTECT EXISTING SCE AND GTE CONDUIT IN PLACE. O CONST. CURB OPENING CATCH BASIN PER A.P.W.A. STD. 300-2, W=PER PLAN 8 CONST. PLUG (BRICK &MORTAR) W/ 1" f CONCRETE MORTAR AT THE END OF RCB / PIPE. / v `-\ ` \ <lb R/ \ eE w AtCQv/RED _ \\ �?9) pFR A CURVE / LINE DATA TABLE ITEM NO. DELTA/BEARING RADIUS LENGTH DATE OA N 48'09'59" W --- 8.68' --- ® N 3'09'59" W --- 11.89' --- ® 44'59'60" 22.50' 17.67' 9.32' OD 24' 15'00" 880.00' 372.45' 189.06' OE 17' 14'30" cF i o 124.33' - -- + 1 - i --- ,4 E I _A 20.95' G 45'00'0CC 22.50' 11.67' 1550 Fr N03009*59'W �N Lo Ln SCALE IN FEET SEE DWG. NO. 3144 AVENUE 0 40 80 120 160 FOR STREET IMPROVEMENTS SUMMIT E I I " u II I a n SII PIN]NJ, JfI 1J I I I Q- E Y ii 00 (D' ) I it N I I I EX. SEWER I\ 140 E. FRONTAGE RD..a, I II I II !! I I I n I BEECH AVE CONSTRUCTION NOTES 1�- CONST. 11' X 9' (3.35m X 2.74m) CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX PER CALTRANS STD. D80 2 CONST. MANHOLE -CONCRETE BOX STORM DRAIN PER A.P.W.A. STD. PLAN 323-1 3C CONST. JUNCTION STRUCTURE -PIPE TO RCB, PER A.P.W.A. STD. 334-1 5 CONST. 24" (610mm) R.C.P.,1350-D LOAD, STORM DRAIN PROTECT EXISTING SCE AND GTE CONDUIT IN PLACE. O CONST. CURB OPENING CATCH BASIN PER A.P.W.A. STD. 300-2, W=PER PLAN 8 CONST. PLUG (BRICK &MORTAR) W/ 1" f CONCRETE MORTAR AT THE END OF RCB / PIPE. / v `-\ ` \ <lb R/ \ eE w AtCQv/RED _ \\ �?9) pFR A CURVE / LINE DATA TABLE ITEM NO. DELTA/BEARING RADIUS LENGTH DATE OA N 48'09'59" W --- 8.68' --- ® N 3'09'59" W --- 11.89' --- ® 44'59'60" 22.50' 17.67' 9.32' OD 24' 15'00" 880.00' 372.45' 189.06' OE 17' 14'30" 820.08' 246.78' 124.33' SAN BERNARDINO COUNTY. 2'43'39" w 880.00' 41.89' 20.95' G 45'00'0CC 22.50' 11.67' 9.32 ' H N03009*59'W --- 11.48' --- I S4e09'54'E --- 2043' --- (9 }-- CONST. CO/VC COZZAR PE4 A. P. WA, 5TD. 380-3. A"IlDr olc� DIAL Two WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG REV REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT z - 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. CONNECTOR PIPE ieCVISZ RGB 1357-WEEN5711. 541 ¢ O e5,454,30 $li6/'2 aft 1050 m (42) 190 m I7 V21 d- tt Q REV15I= ST^Tl0KI M+} *3,PEC_cK P DRAWING, 4•%q/4 R�r 1350 mm (541 230 mm t9') - N 89'37'36" W ON A MAP FILED IN BOOK 88 PAGES 36 A ADDED LATERAL "0" Ir(c(�,,y FROM SIERRA AVE. t� ISMO 450 mm ft Z Q o (•4 0 181 OC SAN BERNARDINO COUNTY. BOTH WAYS TO - E �+� BETS 5500 ED Hmm (60'1 OR MORE OM 0 450 m (•3 OR •4 SECTION G -G P 181) OC TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I,/ STORM DRAIN IMPROVEMENT PLANS o �� RECORD DRAWIN THESE RECOgO DRAWINGS HAVE BEEN PZ?EPAREDI IN PART, ON THE BASIS OF INFORAAATION C01'ILED AND FURNISHED BY OTHERS. THE EWER WILL NOT BE FOR ANY ERRORS OR OA M"s YMMCi'I E MAIN LINE RCB E W BARS SEE NOTE 3 ROUND EDGE TO 75 mm (31 R STATION POINT, SEE NOTE 2 zt -/ I f CONSTRUCTION JOINT 300 m 02') 1130 mm (5•) IOM 0 450 mm r (04 0 18•) OC �� ~ 4< LATERAL / CONNECTOR PIPE 825 mm (331 1160 m 16 1/41) - ' T 1050 m (42) 190 m I7 V21 io p 'D 0 '!, 1125 m (451) 200 = (7 3/4 F BARS 1275 m (511) 220 m 18 1/21 1350 mm (541 230 mm t9') - N 89'37'36" W ON A MAP FILED IN BOOK 88 PAGES 36 FROM SIERRA AVE. t� ISMO 450 mm Q o (•4 0 181 OC SAN BERNARDINO COUNTY. BOTH WAYS TO - E �+� BETS 5500 ED Hmm (60'1 OR MORE OM 0 450 m (•3 OR •4 SECTION G -G P 181) OC PREPARED IN THE OFFICE OF MADOLEANDASSOCIATES,INC. I,/ STORM DRAIN IMPROVEMENT PLANS BARS (A ROUND EDGES TO i APPROXIMATE R B T OF ID OF LATERAL E I WITH A MAXIMUM m h ! ntD OF L0 m (3'-0') W m In - DBEBARS a '�:D E H aGBARS I I CONSTRUCTION JOINT PLAN NEW OR EXISTING RCB, SEE NOTE 6 I W BARS T D BARS ANY STANDARD F BARS PIPE JOINT 7' 240 19 300 m 02') 1130 mm (5•) � p m 0 o r' O a 3T5 mm (151) 130 mm l5.1 450 m (18.1 130 mm t51 525 mm 121.1 130 mm (54 600 m (241 T4_0_Z (5 1/4') 675 mm (27') 140 >. tS I/27 750 m (301 160 mm16') 825 mm (331 1160 m 16 1/41) 975 mm 1361 170 mm (6 V2'1 990 an (391 180 mm (71 1050 m (42) 190 m I7 V21 io p 'D 0 '!, 1125 m (451) 200 = (7 3/4 1220 mm 1481 210 mm (8') 1275 m (511) 220 m 18 1/21 1350 mm (541 230 mm t9') - 2-H BARS 100 mm f (41) OC. SEE NOTE 3 ROUND I EDGES )OM O 4i4 �^^� (.3 OR 0] ELEV. S. O 18•1OC ELEV. R. SEE, NOTE 8 SEE NOTE 8 E BARS1950 2-G BARS 100 mmY��.-• {41 OC, SEE NOTE 3 .: UNDISTURBED EARTH BACKFILL WITH 265 Ka -C-14 MPa (450-C-2000) MIX CONCRETE OR IS00 Mi. ) .+ I 1500 mm 160`}mm 2410 (9 V2•} 1650 (631 260 sr 110'1 • o E E 0 0 2 r' 1680 m 166'} 260 m 001/41 (800 mm (691) 280 = 00 3/4 1850 m (721 280 mm (11') mm (78.1 300 = IN 3/41 2100 mm 184') 320 m02I/Y) 2400 m (909 340 M 03 1/4.1 • v 'D 2440 m 1961) 360 m 041 2350 mm ((02) 400 = 05 I/2.1 2700 mm 008. 410 mm (161) 3000 mm (11,111-11420 m 06 I/?1 COMPACT SOIL TO RELATIVE DENSITY 3050m0201 430m0r) REQUIRED BY SPECIFICATIONS. BACKFILLh MAY BE OMITTED IF STRUCTURE IS LAID 3150 m 1126.3 430 m (171) a p ON UNDISTURBED EARTH TO STORM 3300 m 032.1 1450 m 071/2'1 SECTION Z ' Z DRAIN WALL. 3450 s 038.1 450 m 07 Vr) 4f 3600 m (1441) 1460 m 081 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 333 METRIC 1, JUNCTION STRUCTURE - PIPE TO RCB STANDARD PLAN PROM TEDBYTHE STRUCTURE PIPE TO RCB METRIC I(S INC., PUBLIC N NaOOK COMMITTEE GREENBOOK COMMITTEE JUNCTION -- 333-1 1984 M. (see SHEET t OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REOUIRED PER NOTE 8. 2. STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE INTER- SECTION OF CENTER LINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm V 1/21 CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE .AND SPACING SPECIFIED FOR WALL STEEL ON PROJECT DRAWINGS. AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 300 mm (12') OR LESS BELOW SOFFIT OF MAIN LINE. AND OMIT G BARS WHEN INVERT OF SPUR IS 300 mm (121 OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE, MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELEID TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCS. BREAKOUT LIMITS AN DETAILS SHALL BE SHOWN ON THE.PROJECT DRAWINGS. 7. EMBEDMENT, P, . SHALL BE 130 mm (5') FOR B = 2400 mm (96') OR LESS 200 mm (81 FOR B OVER 2400 mm (96'). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT DRAWINGS THEN THE INLET OPENING SHALL FALL 150 mm (61 BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL �BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET OPENING FALLS MORE THAN 150 mm (6") BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET. PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 600 mm (241 OR LESS IN DIAMETER SHALL BE NO MORE THAN 1.5m (5') ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 6.75 mm (27') OR LARGER IN DIAMETER SHALL BE NO MORE THAN 450 mm 08') ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (50') IN LENGTH SHALL NOT BE MORE THAN 1.5 m (51 ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS; a. ANGLE A IS LESS THAN 300 b. TOP OF INLET PIPE IS LESS THAN 150 mm (6') BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 180 mm (71 ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 333 METRIC 1, JUNCTION STRUCTURE - PIPE TO RCB SHEET 2 OF 2 RESPONSIBLE HAVE BEEN INCORPORATED INTO THE DOC'UU1 8 AS BENCH MARK: 8- 17 CALTffXWS- THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE BRASS CAP IN CONCRETE S.C.E. TOWER LEG,343 HIGHLAND OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN BERNARDINO MERIDIAN SHOWN AS AVE., 0.20 MI. W 0 SAN SEVAINE RD., N/O 2.65 MI. W. ALONG HIGHLAND AVE., N 89'37'36" W ON A MAP FILED IN BOOK 88 PAGES 36 FROM SIERRA AVE. THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF ELEVATION: 1428.6090 SAN BERNARDINO COUNTY. CITY OF FONTANA, CALIFORNIA Prepared Under The Supervision Of : QR�10/V '(NOMAS �C,L PREPARED IN THE OFFICE OF MADOLEANDASSOCIATES,INC. STORM DRAIN IMPROVEMENT PLANS o �� DRAWN 8Y: F Q No. 62183 � 10601 CHURCH STREET , STE. 107 DJ SUMMIT AVENUE SCALE: 1 "=40' �w � Exp: 9-30-05 � * RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 MPSD LINE B - PHASEI DESIGNED BY: DATE: s�qT LP/ATS SAN- AIME ROAD TO E/0 BEECH AVENUE MAR. 2002 CIVIC- �`'tiP FpF CA6�� Date : 6' 0.o2_ CHECKED BY: A BY J DRAWING NO.: 4 ATS A `'� 2l�jb2' 3210 6 RCE 62183 EXP. 9-30-05 CI ENGINEER R.C.E. 51152 DATE w U2 I Z A F i/2 Z �i H 02 I �z�yy 02 J:\652-1452\storm\sd-phl-4.dwg, 06/13/2002 09:53:05