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HomeMy WebLinkAbout1948-17-2i HOUSE LATERA L LOCATIONS LOT -4 STREET .NAME DESIGN LOC "AS BUILT" REMARKS M R L0T# STREET NAME 100 ALMERIA AVDJUE DESIGN • /QG1• { (0) "AS BUILT" REMARKS LC)T# STREET 199 NAME [DESIGN WHITEWOOD DR, LO • 11 + -75 "AS BUILT" REMARKS I MARGARITA DRIVE 10 t 5 5 2 12314 11 t 45 c15.15 12t OS 1 MH 101 102 25 + o2 a& + (6) 200 20 ( � o No. 14814 '° 11 + 3 6 10 53 DETA I L SHEET 3 SANTA ANA, CALIFORNIA 92701 4 1 I + 86 12 70 13 + 64 14 + 38 / 103 104 CASCADE DRIVE 105 106 27 + 2$ to + 65 11 + 73 12 + 36 JOB NO. 202 203 264 205 XNOX AVENUE 10 + 59 11 + 4 2 11 + 80 12 + 4I �TFOF CAL�F��� 142-609 5 ALMERIA AVENUE 6 ENGR's CITY 0 APPROVAL DATE APPROVAL DATE J.M. MADOLE R. C. E. 14814 DATE REVISIONS 7 S IMARIP05A DRrvE ► t + 83 12 t 21 10-t86 1 107 108 13 + 15 13 .+ 58 206 207 13 + 20 13 9 1013 -� 09 /2 1-89 1 109 14 + 38 208 13 I I 13 +51 14 +4_0 13-1-68 /4 t /8 I 1 Ito 111 14 + 73 15 + 56 zl 209 21 a 13 +44�t1 13 + 2S 12 13 14 + 98 112 115 + 9 r 211 112 + 36 14 15 + 57 113 16 + 16 X 212 11 + 74 15 15 + 62- , 114 15 + 32 213 11 + 37 16 15 +66 , 115 14 + 96 214 10 + 54 17 15 + 47 15 + Z6 SEE PGA•N /5 t -3o / I 116 117 14 + 17 13 _+ 82- 215 21(O VIR12jIN)A JDRIVF- 3 +- 84 4 4- (08 18 t9 14 4 35 141-33 / 118 12 + 98 i 217 5 + 04 20 13 +0)4 119 12 + 00 212> G 4- 46 13 +04 /3107 / 120 1 + 2 8 219 4 2G 21 22 12 + 68 121 ALMERIA AVENUE O + 74 220 7 + 08 23 11 + 78 // f 80 / 122 1 +415 221 7 + 45 24 11 + 35 12-3 I +94 222 8 + 21 25 10 + 59 124 3 +00 223 8 + 64 . 2fo MONT EC4 DRIVE 10 +51 12 5 -3, + 6E5 224 9 + 45 27 11 + 32, // f /0 r 126 .4 + ZO/ 225 HOME COURT 14 + 45 2$ 11 + 7 ( f l f 66 A\ 127 5 + 15 22613 + 60 29 12 + 47 /21-5/ I 128 5 + 51 227 13 + 23 30 12- +79-74 12-1-99 1 129 6 + 31 228 12- + 43 31 13 -�- 67 13-1-63 1 13D .6 + 73 22°I I I + 84 32- 14 +34 14 tl5 1 131 .7 + 58 23D I I + 19 33 14 + 87 141-83 I 132 WALNUT STRE-7 '14 + 95 2-31 10 + 82 314 15 +18 I33 1:4 + 2 6 232 9 + 94 35 15 + 43.74 SEE PLAN I 134 13 + 43 233 9 + 72.8°1 36 CATAVVBA DRIVE 9 +90 91-67 1 135 13 + 04 234 aj + 72.89 37 10 + 1 8 136 12 + 30 235 �l + 81 38 10 + 99 137 11 + 90 236 9 + 99 39 11 + 38 /l 1-33 I 138 1.1 + 12 237 10 +• 87 40 12 + 20 /21-22 1 134 10 + 75 238 WI-IITEWDOP DRIVE II + 87 41 12 + 62 1490 % + 95 239 II + 92 ,42 13 + 4Z 141 9 + 65 2AO 10 + 14 43 13 +82 14 2 8 + 67 24 I MONTECA COURT 10 + 69 4A 14 + 61 / 143 S + 82 242 + 87 45 15 + 00 /41-96 1 IA4 9 _ + 58 243 9 + 76 46 15 + 81 /5t 76 1 145 10 + 00 244 9 + 82 47 15 + 20 /6 t/8 1 146 10 + 82 245 9 + 72.4 48 17 + 00 ✓ 171-02 1 147 11 + 30 246 10 + 09 49 17 + 22 148 12 4 OS 2A7 10 4 74 50 WINCHESTER COURT 15 + 24 l 4°J 12 + 4 9 24 11 + 55 51 IS + Oo 150 13 4 3? ?,19 11 + 83 52 14 + 22 14-1-20 I 151 CERRITOS CDURT 13 + 37 250 12 + 08.74 53 13 + 80 13 f 76 1 152 ) 2 4- 54 251 WHITEWOOD DR 9 + 96 54 12. + 97 153 12 . t 16 252 10 + 67 55 12 + 8450 154 It + 31 253 11 + OB 5(0 11 + 77 / 155 )0 + °16 254 11 + 92 57 11 + 6D l/t5S I 15fo 10 + 13 255 ALMERIA AVE=NUE 20 + 12- 258 58 12 + 45 157 9 + 90 256 I9 + 32 59 12 4 83 121-78 1 I S 8 9 + 85 257 18 + i6 60 13 + 65 1 S9 9 t 72.45 258 18 + 10 61 14 + 03 14fol I 160 t0 + 08 259 17 + 44 62 14 +88 /41-82 1 161 10 + q?_ 26D •+ Gt 5 63 CATAWBA DRIVE 15 + 76 /5' f -5O I 162 11 + 26 64 15 + 04 /51-06 Z-1 163 12 + 11 I ALMERIA AVENUE 16 + 3S FUT. TR. 14296 65 14 + 18 (64 12- + .47 2 15 t 82 FUT TR. IA296 66 13 + 74 /3t72 1 165 13 4 32 3 15 + 30 FUT. TR. 14296 67 12 + 85 /21-8 3 I 166 SCOTT DRIVE 13 + 38 4 14 -t 78 FUT. TR • 1429 68 12- + 39 167 12 + 55 5 14 + 25 FUT. TR. 14296 69 11 + 52/l f ,50 I 168 ) 2 + 17 6 13 + 74 rRIT. TR. 14 296 70 11 + 03 // t 05 1 169 1 1 + 36 7 13 + -1 FLIT. TR. 14296 71 10 + 13 /0 f 1/ I 17D 10 + CI8 8 12 + 7G FUT. TR. 14296 72 N/ACTARA DRIVE 10 + 55 171 I D . t 13 73 It + 43 // f 20 1 172 + 88 7A I I + 78 //1-.94 1 1173 83 '75, 12 + 60 /21- 37 I 174 9 +72-45 76 12 + 95 /31-/3 J 175 I D + 102 77 t3 + 79 /31-5'8 1 176 10 + 79 78 14 10 /4 k27 I 177 11 + 16 79 14 + 9C )78 11 + 9'� 80 15 + 09 179 12 + 40 81 15 + Z 6.22/ t80 ALMERIA AVENUE 2- + 52 82 15 + 11j 181 1 + ?8 83 15 +.o4 /5 fol 1 182 1 + Qo 84 14 + 15 221-37 I I B3 0 + 79 85, 13 t 74 /31-64- I ► 84 26 + 38 8 r 12 -+ go /31-/8 1 185 2� a- 13 87 12 + 54 /21-47 r 186 25 + 28 88 11 + 73 // 1-78 I X87 24 4 Cos 89 11 +34 // f /3 1 188 24 + Oq 90 10 + 59 / 189 WHITEWOOD DR. 10 + 58 91 AL,MER/A AVENUE 18 + SD 19 4) LI + 41 92 19 + 18 191 11 -I- 83, 93 to/ +62 192- 1-2 + 47 94 20 +48 193 13 + 32 95 20 + 89 194 13 4-44,91 96 21 + 74 195 13 +-g/v 97 22- + 16 196 13 +414-11 98 23 + oS 197 13 + 1 q 99 23 + 54 198 i4o r -rte sco_v- CASE 1 2.0`• Mlrl. f- PROPOSE NOTE 1 S "TRUNK SEE' ENTRANCE SHAFT SEWER J0ETAIL, BE1ow aP� t (pit 91 INLET �• I � I I I •�f w ( it B -F- . MR -•- PLAN 5I_E5 SHALL 14AVj5 INLET _ LEFT CU�IRSE 83%001 F!N/SH S AT r>" 60 DIA . a SLOPE SHE LVES - DOWN•cr /' FFR FOOT "N 70WAJPDS} 3 2' W Qt FLOW (TYI.) . �a u C. P• STUN . • tic 3000 PS i q" GDNCRF_TE - 84SE E INC9_=A5E:V? raAALL- %Nt-r, 13� vee -C7 AT NO EYT2A, COST IIJv1=l2T OF P+CE4A6_r PIPS= 44 1 - . � f o�t2,a.GaltfT� u 17I 6Tu50 r� 2 3 #� r3ales MIrJ. i)=12MIr.lA� 3'� fz:w_D OF • m \9 *4 13Al2 L OIRi I-FLI IWAL- - p (94" tAdV- O.G) �9 CL -A156 A coral CtzEETRE uc.. sa�vl=le SECTION A LAT J - ID A �R �Y� co,.Ic. � C;ASF-MFNT A CASE 2 SEWER LATERAL. PROTECTION DETAILS NHOLE SECTION PER PIAN I I I � 4LOM SHELVE, i " p� SOT MIN WARD FLOW OUTLET TYP.) PLAN�VIEW NANHOLE-NOTES it 300D P C0VEz PE2 c Iry 12 GON G R ET E ' OF= F'ON TA 14A S-rv. 1 . PRECAST MANHOLE SHALL CONFORM TO THE I REMENTS OF O o) A 6. l A • S. A.S.T.M. C- 478 AND BE DESIGNED ASHTO H20 " LOADING . 2. INVERT ELEVATIONS AS ON PLAN & PROFILE SHEETS. 8 3. STEPS ARE RED FOR ALL MANHOLES IN CONFORMANCE N L30"CLE:AP, OPFNrNG WITH OF FONTANA STANDARD DETAIL 112. STEPS BE 3/4" DIA. GALV. IRON OR PLASTIC PER A.S.T.M. I . GEMENT MolLTAR A-82, A.S.T.M. C-478, A.S.T.M. 11, GRADE 43758. ASPIHA.LT PAPE Iz W RA P P E p 4. AND FINISH BASE SAME DAY. STEEL TROWEL WITH 2" CRADI GES. 5.PLUG PIPES DURI CRETE POUR. WIPE PIPES CLEAN E N TR A N C E T DETAIL ' BEFORE CONCRETE HARD - (ZA) 6. BACKFILL AROUND MANHOLE ONLY -AF GINEER'S APPROVAL 7. PROVIDE FQR FUTURE 8" INLET TO M.H. &PLUG ENDS. WHERE SHOWN ON PLANS. L 55 THIN -70' DEEP 6" MINI. 10 MAX 3AcKFlLL� �i5/ � r1o1J 4GKr-1w, 0 ani r(()N ax• SIZE SELECTED E 501L66MP,4C22D 95 in J %4"MIN• TD 3/4MAX. ROCK Br D)NC� / }.LOT Ta 5CA1-�_ N 0 0 cp /O` DEEP $► DE.ERER TYPICAL BEDDING FOR 8" V.C.P• le1z0P 1=101 NOTES (CASE 1): 1. WHERE CLEARANCE BETWEEN BOTTOM OF PRECAST PIPE STORM DRAIN AND TOP OF SANITARY SEWER IS LESS THAN 6 " CASE 1 APPLIES. 2. SANITARY SEWER SHALL BE DUCTILE IRON PIPE. CLASS 50 (MIN.), EPDXY LINED IN CONFORMANCE WITH ASTN A 748 AND POLYETHYLENE WRAPPED IN CONFORMANCE WITH AWWA C105. 3. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENT TO A POINT ONE INCH SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFIED ON PLAN. f IATNt-. VACKF'ILL @ 015%, CONI FACT I O1v NAT/VE BACKI=ILL 0 90% aWFAC1/ON (ADCrD) PLACED BACKFILL - (SAND) NOTES (CASE 2): 1. WHERE CLEARANCE BETWEEN BOTTOM OF UNDERGROUND PIPE OR STRUCTURE AND TOP OF SEWER 18.6" TO 18" CASE 2 APPLIES. 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA STRENGTH V.C.P. TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 3. NOTE 3 FROM CASE CASE 1 APPLIES. PROP. F 5. PROP I S VCP. 5N0R/NC7(a1eAC)/V9JACK5 REQUIRED METAL 6R WDD • PER AS•T.M. C-/2 AND W STATE SAFETY RE40I9EMENT6 d \ CLA55 "C " BEDrDINQ (A STM C-42� SELECTED C7RANULAR MATERIAL ( CRUSHED ROLINDED GRAVE- OR GRAVEL-) /a 95% 17ON tmw. . "rural Ls fw gc wax (22N) 3-4`M►AI. TO 44 �►1 f3� =18 + 2" + �- m Z E 4'/ NOT 70 Sc.41-E T ICAL TRENCH DETAIL FOR 1 -8 -VC -P S ER MOT TO SCA L F BENCH MARK! No . 360 BASIS OF BEARINGS: RECORTYTHE BEARING OF N 69 51'00" E FOR C I OF F, CAL I FORN I A CITY OF FONTANA BENCH MARKD.DRAWNG THE NORTH LINE OF THE SE 1/4 OF 36b A NAIL IN POLE #1536704E SECTION 35. TIN. R6W. S.B.M. ASP A R T M C N T AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT NO. 3348. M.B. P U B L I C W O R K S D E iMAM" NAT/VE BACKI=ILL 0 90% aWFAC1/ON (ADCrD) PLACED BACKFILL - (SAND) NOTES (CASE 2): 1. WHERE CLEARANCE BETWEEN BOTTOM OF UNDERGROUND PIPE OR STRUCTURE AND TOP OF SEWER 18.6" TO 18" CASE 2 APPLIES. 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR OTHER ACCEPTABLE MATERIAL TO EXTRA STRENGTH V.C.P. TO PREVENT BOND BETWEEN PIPE AND CONCRETE. 3. NOTE 3 FROM CASE CASE 1 APPLIES. PROP. F 5. PROP I S VCP. 5N0R/NC7(a1eAC)/V9JACK5 REQUIRED METAL 6R WDD • PER AS•T.M. C-/2 AND W STATE SAFETY RE40I9EMENT6 d \ CLA55 "C " BEDrDINQ (A STM C-42� SELECTED C7RANULAR MATERIAL ( CRUSHED ROLINDED GRAVE- OR GRAVEL-) /a 95% 17ON tmw. . "rural Ls fw gc wax (22N) 3-4`M►AI. TO 44 �►1 f3� =18 + 2" + �- m Z E 4'/ NOT 70 Sc.41-E T ICAL TRENCH DETAIL FOR 1 -8 -VC -P S ER MOT TO SCA L F BENCH MARK! No . 360 BASIS OF BEARINGS: RECORTYTHE BEARING OF N 69 51'00" E FOR C I OF F, CAL I FORN I A CITY OF FONTANA BENCH MARKD.DRAWNG THE NORTH LINE OF THE SE 1/4 OF 36b A NAIL IN POLE #1536704E SECTION 35. TIN. R6W. S.B.M. ASP A R T M C N T AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT NO. 3348. M.B. P U B L I C W O R K S D E AVE. AND BASELINE AVE. 47/14-15 WAS USED AS THE BASIS OF ELEVATION: 1376.03 BEARINGS FOR THIS MAP. DRAWN BY: SEWER IMPROVEMENT PLANS SCALE: PREPARED IN THE OFFICE OFQROFESS/pay MADOLE AND ASSOC 1 ATES , INC. ���� To� 9 Fy g'Q PLOTTER DESIGNED: TRACT NO 12314 As 5HC1W CONSULTING CIVIL ENGINEERS �� tis �� AND LAND PLANNERS 1820 E. 16th Street � o No. 14814 '° CHECKED:'. DETA I L SHEET DATE SANTA ANA, CALIFORNIA 92701 EXP '31 - 3_ PHONE (7141 835-2548 - ©_ sr clvi� �� JOB NO. DWG.' N•0. SHEET NO. _ADQ- REcoRo ,oQrA IAIF -- - -----�'Z--- �TFOF CAL�F��� 142-609 APPROVED ¢•�G• y� ���� ,� OF �-7 ENGR's CITY 0 APPROVAL DATE APPROVAL DATE J.M. MADOLE R. C. E. 14814 DATE REVISIONS CITY ENGINEER R.C.E. 254 14107"