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N iiimmmimimiiEEEEEEEEEEEmEiEEEEEEEEEEENEEENNEEENMEm�rmMMmmmEM MEMENNEE MEN millMENmm0 iii �lIiEMMEMMMMmiimEMEMEEmE miimmmmmEEEEm-mmmi NiiiiiiiiiiiliiEiiEiEiiEEEEEIENNEImmmmmENENmIImONEmNEEEMEN MEMEMEME SCALE. • 1" = 40' LOT NO. DESIGN AS -BUILT BACKFLOW 1 16+22 NO 2 167-12 N 3 15+32 YES 4 15+12 YES BRASS CAP IN TW COCRETE BASE OF n S1 IH LEG OF AN SCE TONER 13+72 343' NORTH OF AgNiAND, Q2 M/ NEST OF SAN SEVAM!£ RD., 265 M/ NEST ON THE RECORD OF SURVEY IN BOOK 35, PAGE 9. 13+52 12+25 S ��ote 11+ CHECKED BY O0_ IOW -,q 9 10+ Y 105 10+77 106 11+92 YES ID -7 12+12 Y 158 1 +4 Y 1 13+77 Y 110 15+07 YES 111 15+40 Y 112 16+07 NO 111 1 +1 N o = 8+36.38 OAK LEAF LN. CL MH Jf 15 i 9 8 t PAPER BIRCH LANE 6' 32' 32'� f2 J 20' 20'L 1 �' V � RES! 15 �) 16' L� N00'37'52 "W "' o I N • 15' 00 1L INT. a 10+00.00 CORALWOOD PL. =10+00.00 OAK LEAF LN. I � 12 15' �� I 105 OAK LEAF LANE SEE SHEET 5 w D O AAAAWAAAAAA DIAL BEFORE DRAYS BEFORE YOU DIG You DIG TOLL FREE 1-800-227-260C A PUBLJC SERVICE BY UNDERGROUND SERVICE ALE REV . 7 107 SCALE IN FEET 40 80 120 1 k (o Sr CL. 5 PROP. RA N00'37'4 "W / 3 1 PROP. 8" WATER PROP. R/W 109 CORAL MOOD PLACE 110 113 15' 15, 111 10' CONS TRUC T/ON NOTES: 1�— INSTALL 8" EXTR4 STRENGTH VCP SEWER CONSTRUCT 48" PRECAST CONCRETE MAA PER CITY STD. DETAILS 109 do 112 �— INSTALL 4" SEWER LATERAL RENSIOv DESMPnOV DATE I ENGR. are I DATE SHOULD CONSTRUCTION OF THE REQUIRED MiPROVENENTS NOT COAIENCE W/THIM TWO YEARS OF TME 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 W/TH CONDITIONS AND STANDARDS IN EFFECT. OPTIONAL SIDE OF s o- (SEE NOTE 3) BLANKET (TYP.) x CONCRETE BLANKET d (CLASS 26SC14 N II 1450-C-2000) CONCRETE) I (T 01.) Z ■ z�/2 FOR D P 373 �IrII (I5•1 UNDISTURBED EARTH (TYP.) ISO MM' 9''1/4 FOR D " 373 111111 05.1 EXISTING PIPE 6.1 MIN• OUTSIDE OF PIPE BELL (TYP.) CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES= 1. CONCRETE BLANKET 13 REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE ANO THE BOTTOM OF TME CROSSING PIPE 13 LESS THAN 430 11tH (IS IN.). 2. Y ■ D/6 (130 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 SMALL 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 REQUIRED BY NOTE 3 BELOW. WHICHEVER IS HIGHER. 3. X ■ 0/12. MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SMALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90. 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 III (4 FT.) BEYOND THE TRENCH. S. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SMALL REFER TO THE BELL. INVERT SLAB OF ARCH OR BOX 150..'-T1501111n `50 mm (21) THICK STYROFOAM OR SECTION (CROSSING CONDUIT)OTHER APPROVED COMPRESSIBLE l6'1 (6•) MATERIAL NO MINIMUM UNDISTURBED EARTH I Q �; EXISTING PIPE ,z OUTSIDE OF PIPE BELL ' COMPRESSIBLE BLE BLANT (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 430 111M1 UIN.). 2. THE BLANKET SMALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH W1DTM. 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 SMALL BE METRIC VALUES. WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIALI BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORNIA CHAPTER CAL/PORN/A C/TY OF FONTANA,PREPARED RECORD DRAWING STANDARD PLAN No. 36637 THESE RECORD DRAWINGS HAVE BEEN PARPARED,IN T, ON THE BASIS OF INFORMATION .•�- °YI COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT 6s RESPONSIBLE FOR ANY ERRORS OR OMISSION® HAVE BEEN INCORPORATED INTO THE ' A RESULT THEREOF. DOgI g O(� BENCH MURK: / 8-17 EARINGS. BRASS CAP IN TW COCRETE BASE OF n S1 IH LEG OF AN SCE TONER THE BRG. N 89'30'06" E ALONG THE CL SUMMIT AVE. AS SHOWN 343' NORTH OF AgNiAND, Q2 M/ NEST OF SAN SEVAM!£ RD., 265 M/ NEST ON THE RECORD OF SURVEY IN BOOK 35, PAGE 9. OF SAWRA A IE ELEVA HON: Ji 142&609 to ��ote OPTIONAL SIDE OF s o- (SEE NOTE 3) BLANKET (TYP.) x CONCRETE BLANKET d (CLASS 26SC14 N II 1450-C-2000) CONCRETE) I (T 01.) Z ■ z�/2 FOR D P 373 �IrII (I5•1 UNDISTURBED EARTH (TYP.) ISO MM' 9''1/4 FOR D " 373 111111 05.1 EXISTING PIPE 6.1 MIN• OUTSIDE OF PIPE BELL (TYP.) CONCRETE BLANKET (FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE) NOTES= 1. CONCRETE BLANKET 13 REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE ANO THE BOTTOM OF TME CROSSING PIPE 13 LESS THAN 430 11tH (IS IN.). 2. Y ■ D/6 (130 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 SMALL 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 REQUIRED BY NOTE 3 BELOW. WHICHEVER IS HIGHER. 3. X ■ 0/12. MINIMUM. TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS THAN THIS MINIMUM. THE ENTIRE TOP SURFACE OF THE BLANKET SMALL BE RAISED TO MAKE CONTACT WITH THE LOWER 90. 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 III (4 FT.) BEYOND THE TRENCH. S. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET. ALL DIMENSIONS SMALL REFER TO THE BELL. INVERT SLAB OF ARCH OR BOX 150..'-T1501111n `50 mm (21) THICK STYROFOAM OR SECTION (CROSSING CONDUIT)OTHER APPROVED COMPRESSIBLE l6'1 (6•) MATERIAL NO MINIMUM UNDISTURBED EARTH I Q �; EXISTING PIPE ,z OUTSIDE OF PIPE BELL ' COMPRESSIBLE BLE BLANT (FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH) NOTES: 1. COMPRESSIBLE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND THE BOTTOM OF THE CROSSING CONDUIT (BOX OR ARCH) IS LESS THAN 430 111M1 UIN.). 2. THE BLANKET SMALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH W1DTM. 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 SMALL BE METRIC VALUES. WITH THE EXCEPTION OF REINFORCING BAR SIZES FOR WHICH ENGLISH (IMPERIALI BAR SIZES MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORNIA CHAPTER CAL/PORN/A C/TY OF FONTANA,PREPARED W STANDARD PLAN rueucOMUL slru4 yTM�wc, '"W"`"°""°"'"` BLANKET PROTECTION FOR PIPES MADOLE AND ASSOCIATES, INC. GW 225-1 1104 DRAWN S, G . CORAL WOOD PLACE SCALE: AS SHOWN ONTARIO, CA 9 1711 1-8 18 0 PHOAIIE (909) 937-9151 TRA CX 16695 tN USE VWM STANDARD SPEC*ICATIONS FOR PU1ILJC WORKS COI11TRUC110N SHEET 1 OF 1 I I Z CL I- W Prepored Under The Supervision Of : CAL/PORN/A C/TY OF FONTANA,PREPARED W IN THE OFFICE SEWER IMPROVEMENT PLANS MADOLE AND ASSOCIATES, INC. 7110-A SOUTH ROCHESTER AVEMVE DRAWN S, G . CORAL WOOD PLACE SCALE: AS SHOWN ONTARIO, CA 9 1711 1-8 18 0 PHOAIIE (909) 937-9151 TRA CX 16695 DESIGNED BY: DA 7E.- OCT. 2004 to ��ote CHECKED BY O0_ IOW -,q APP e>~ �d DRAWNG NO. $7811 10 RCEf 112 VEXP. 9-30-05 C ENGINEER R.C.E. 5115 DATE J:\620-1887\sewer\SEW10.dw0.3/1/2005 3:54:12 PM. Sonnv. Sonnv