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Home My WebLink About3440-3w J Q U L0 SCALE IN FEET 4.0 80 120 WINTER NIGHT COURT STAR DUST LANE MA TCH LINE SEE SH T. NO. 2 STA 9+44.31 L//VL TOLL FREE -"qgavww' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MERSET STREET w A CONSTRUCTION NOTES O1 INSTALL 18"RCP, D -LOAD PER PROFILE. 2O INSTALL 24 "RCP, D -LOAD PER PROFILE. 3OINSTALL 36"RCP, D -LOAD PER PROFILE. 5O CONSTRUCT MANHOLE PER A.P. W.A. STD. PLAN J20-1. 6O CONSTRUCT JUNCTION STRUCTURE PER A. P. W.A. STD. 331-2. 10 INSTALL 30" RCP, D -LOAD PER PROFILE. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 RECOAD DrAAWI46 /it TA L IL-4 ZAz . 7 STANDARDS IN EFFECT. RECORDS DRAWING THESE RECORD DRAW;NGS HAVE 13EEN PREPARED, IN PART, ONI THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. V lL% # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9017E ON THE EAST SIDE OF CITRUS AVENUE. ELEVATION # 1467.59 ,SIS OF BEAR M - BEARING OR N 89'40'40" E ALONG THE 7H LINE OF SECTION 30, NSHIP 1 NORTH, RANGE 5 WEST, BERNARDINO MERIDIAN, AS SHOWN ON NO. 15908, FILED IN BOOK 271, PAGES THROUGH 39 OF MAPS, WAS USED THE BASIS OR BEARINGS FOR THIS MAP. CROSSING PIPE WALL (DIAMETER OF PIPE ■ Del OPTIONAL SIDE OF �, } (SEE NOTE 3) o.;.. BLANKET (TYP.) x v CONCRETE BLANKET I (CLASS 265C14 2 LAI (450-C-2000) CONCRETE) I ~ I(TVP.) Z = 3Dp/4 FOR D i 375 m75 nwn m US-) 51) UNDISTURBED EARTH (TYP.) � ISO mm EXISTING PIPE 6TYPIN M. OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.). 2. Y z0/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST- ING PIPE. OR AS REOUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X 2 D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 900 OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4 FT.) BEYOND THE TRENCH. 5., WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR B0� 150mm SECTION (CROSSING CONDUIT) (6-) UNDISTURBED EARTH Z SO 2•) THICK STYROFOAM OR^ V) OMAATERIAlPR0VE0 COMPRESSIBLE NO MINIMUM 1 EXISTING PIPE-� OUTSIDE OF PIPE BELL COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES* 1. COMPRESSIBLE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18 IN.). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. 3. 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, WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CURVE TABLE LINE BEARING CURVE DELTA RADIUS LENGTH TANGENT Cl 90'02'02" 45.00 70.71 45.03 C2 8' 19'59" 1006.00 146.31 73.28 C3 2'2343" 394.00 16.47 8.24 C4 30'28'02" 45.00 23.93 12.25 C5 65'30'16" 45.00 51.45 1 28.95 C6 45'00'00" 22.50 17.67 1 9.32 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 RECOAD DrAAWI46 /it TA L IL-4 ZAz . 7 STANDARDS IN EFFECT. RECORDS DRAWING THESE RECORD DRAW;NGS HAVE 13EEN PREPARED, IN PART, ONI THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. V lL% # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9017E ON THE EAST SIDE OF CITRUS AVENUE. ELEVATION # 1467.59 ,SIS OF BEAR M - BEARING OR N 89'40'40" E ALONG THE 7H LINE OF SECTION 30, NSHIP 1 NORTH, RANGE 5 WEST, BERNARDINO MERIDIAN, AS SHOWN ON NO. 15908, FILED IN BOOK 271, PAGES THROUGH 39 OF MAPS, WAS USED THE BASIS OR BEARINGS FOR THIS MAP. CROSSING PIPE WALL (DIAMETER OF PIPE ■ Del OPTIONAL SIDE OF �, } (SEE NOTE 3) o.;.. BLANKET (TYP.) x v CONCRETE BLANKET I (CLASS 265C14 2 LAI (450-C-2000) CONCRETE) I ~ I(TVP.) Z = 3Dp/4 FOR D i 375 m75 nwn m US-) 51) UNDISTURBED EARTH (TYP.) � ISO mm EXISTING PIPE 6TYPIN M. OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.). 2. Y z0/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST- ING PIPE. OR AS REOUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X 2 D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 900 OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4 FT.) BEYOND THE TRENCH. 5., WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR B0� 150mm SECTION (CROSSING CONDUIT) (6-) UNDISTURBED EARTH Z SO 2•) THICK STYROFOAM OR^ V) OMAATERIAlPR0VE0 COMPRESSIBLE NO MINIMUM 1 EXISTING PIPE-� OUTSIDE OF PIPE BELL COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES* 1. COMPRESSIBLE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18 IN.). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. 3. 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, WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER LINE TABLE BLANKET PROTECTION FOR PIPES LINE BEARING LENGTH Ll N 89'4637" E 55.16' L2 N 45' 13'23" W 37.24' L3 N 44'4637" E 20.27' 4 L4 N 44'4435" E 10.95 I REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 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 RECOAD DrAAWI46 /it TA L IL-4 ZAz . 7 STANDARDS IN EFFECT. RECORDS DRAWING THESE RECORD DRAW;NGS HAVE 13EEN PREPARED, IN PART, ONI THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. V lL% # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVENUE AND LOS CEDROS AVENUE, IN POWER POLE NO. 9017E ON THE EAST SIDE OF CITRUS AVENUE. ELEVATION # 1467.59 ,SIS OF BEAR M - BEARING OR N 89'40'40" E ALONG THE 7H LINE OF SECTION 30, NSHIP 1 NORTH, RANGE 5 WEST, BERNARDINO MERIDIAN, AS SHOWN ON NO. 15908, FILED IN BOOK 271, PAGES THROUGH 39 OF MAPS, WAS USED THE BASIS OR BEARINGS FOR THIS MAP. CROSSING PIPE WALL (DIAMETER OF PIPE ■ Del OPTIONAL SIDE OF �, } (SEE NOTE 3) o.;.. BLANKET (TYP.) x v CONCRETE BLANKET I (CLASS 265C14 2 LAI (450-C-2000) CONCRETE) I ~ I(TVP.) Z = 3Dp/4 FOR D i 375 m75 nwn m US-) 51) UNDISTURBED EARTH (TYP.) � ISO mm EXISTING PIPE 6TYPIN M. OUTSIDE OF PIPE BELL CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES: 1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18 IN.). 2. Y z0/6 (150 mm (6 IN.) MIN.). WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN Y, THE CONCRETE SHALL BE PLACED BETWEEN THE PIPES AND AROUND THE SIDES OF THE CROSSING PIPE UP TO A LEVEL EQUAL TO Y ABOVE THE EXIST- ING PIPE. OR AS REOUIRED BY NOTE 3 BELOW, WHICHEVER IS HIGHER. 3. X 2 D/12, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT WITH THE LOWER 900 OF THE CROSSING PIPE. 4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m (4 FT.) BEYOND THE TRENCH. 5., WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL REFER TO THE BELL. INVERT SLAB OF ARCH OR B0� 150mm SECTION (CROSSING CONDUIT) (6-) UNDISTURBED EARTH Z SO 2•) THICK STYROFOAM OR^ V) OMAATERIAlPR0VE0 COMPRESSIBLE NO MINIMUM 1 EXISTING PIPE-� OUTSIDE OF PIPE BELL COMPRESSIBLE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES* 1. COMPRESSIBLE BLANKET IS REOUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 450 mm (18 IN.). 2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH. 3. 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, WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIAL) BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC., BLANKET PROTECTION FOR PIPES STANDARD PLAN T IC GREENSOOK COMMITTEE 2METRIC i 198 REV. 1998 SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Q) V Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA J Q�N PREPARED IN THE OFFICE OF �6eJeSL,4,,CFy� MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS 3 N Z DRAWN BY: C5 No, 65195 Q 10601 CHURCH STREET , STE. 107 JV TRA CT 16363 SCALE: 1 "-40' to RANCHO CUCAMONGA, CA 91730 DESIGNED BY. LINE "A" FROM STA: 9+44.31 TO STA. 14+31.21 Expl 9-30-05 tiP PHONE (909) 948-1311 MJG �! AND LAT ACS -4, A-5, A-7 DATE:NOV. 2003 O 9 CIVIC- TFQFCALIF�� Date 'f-Z�J-OI{ CH BY: AP OVED DRAWING NO.: � RCE 65195 EXP. 9-30-05 MJG�LP �•� l 3440 3 5 CITY ENGINEER R.C.E. 51152 DATE J:\685-1650\storm\sdO3.dwg, 04/29/2004 03:35:52 PM, cc ,