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HomeMy WebLinkAbout2038-7HOUSE LATERA L LOCATIONS It LOT# STREET NAME DESIGN LDC "AS BUILT" REMARKS_ LC)T# STREET NAME DESIGN "AS BUILT" REMARKS LOT# STREET NAME DESIGN • "AS BUILT" REMARKS I ITA OR/VE 10 t � 5 100 ALMERIA AVENUE 24 +1 ? 199 WHITEWODD DR . I I + 75 2 t Q 101 2 2,5 +01 1X00 11 + :3 3 + 615.1 MH 102 20 +ZO 2N 1 10 a. 53 ALMERIA AVEAIUE i 1 t 2 + U 2 + (� $ NCASCADE DRIVE (D + 53 Sri +31 2 -OX 203 XNOx AVE=JIUE 10 I 1 + + 59 4 2 5 6 zh, 105 11 + 7 3 - 204 11 + 80 7 I 14+36 106 12 + 36 205 12 + 4 I 8 MARIPOSA DRIVE 11 + 83 107 13 + 15 100 206 13 + 20 X9 12 t 21 108 13 + 58 207 13 +44."M 0 13 t 09 109 14 + 38 208 13 +A- .411 I 13 +51 110 14 + 73 Z 209 t 3 +44,01al1 . : - I 14 +4-0 111 ( + 5(0 210 13 + 2s 13 14 + 98 112 I + ro 211 IaQ + 36 14 15 �- 57 113 I + 16 2tZ I I + 74 15 15 +62 114 15 + 32 213 11 + 37 16 15 +66 11511010'14 + 96 214 10 + 54 17 15 + 47 i 16 14 + 17 215 VIRC-4IN)/A JA IVE 3 + 84 18 15 } 126 117 13 + 82 2.1(0 4 4. &8 i9 14 i 35 118 12 + 98 217 5 + 04 20 13 + °14 119 12 + oo . 218 5 +-,B& 21 13 +04 11 + 28 219 60 4 2>' 22 IZ +68 - 121 ALMERIA AVENUE 0 + faQ. ® +64 220 7 + 08 23 11 -1-78 122 ` � 1 3 22l 7 + 45 24 11 + 35 123 1 +95 222 + 2 ) 25 10 + 59 124 2+ gg I 223 8 + 64 2.ro MONT E - DRIVE 10 + 5 1 125loe���-3+69 224 1 9 + 4 27 11 + 3 2 126 4 +'f 1 1 225 HOME- CDURT 14 4 28 11 + 71 12-7 5 5+14 226 13 + O -, 29 12 +4 . 7 128 5+44) 227 13 + 3 • 30 12• + 79.74 12�j (p + 3 �- 228 12 3 31 13 .+ 67 130 3 6+71 Z29 I I + 8 32 14 +34 131 r7 + 5 (0 231 I 1 + 19 33 14 + 87 132 WALNUT STREET 14 +c 4 Z31 I + 82 34 15 +18 133 1 14 + Z 7 232 9 + 94 35 15 +4-3-74 34 V3 + 43 233 9 + 72.8c) 36 CATAINBA DRIV 9 -+ 90 I\5 13 + 04 234 9 + 72.89 37 10 + 1 8 13 12 + 30 235 �l + 81 38 10 + 99 137 --11 + 90 236 9 + 99 39 11 + 3$ I38 N 1,1 + I2 237 10 + 67 40 12- + 20 13° 10 + 75 238 WNITEW000 JRIVE II + 87 41 NZ + 62 140`j + 95 239 11 + 92 42 +42 141 9 + 65 2A° 10 + 14 43 1 +82 142 8 + 67 24 t MONTE COURT 10 + 69 44 14 + 61 14a S + 82 242 c) 87 45 15 + 00 144 9 + 58 21 43 c� + 76 46 15 + 8 145 10 + 00 244 9 { 82 47 16 146 10 + 8z 245 9 + 7244 48 17 to 147 11 + 30 246 10 + 09 49 17 + 22 N. I " 148 12 4 08 247 10 4 74 50 kVINCHESTE)R COURT 15 + 4 149 I Z + 49 24,6 I I + 55 51 15 0 150 13 4 3 2 219 11 + 83 52 14 + 2 151 CERRITOS COURT 13 4 37 25o 12 + 08.74 53 Is "/-+ 8 15 2 2 -► 54 ?_q WHITEWOOD DR + 9 5 5A I + 97 153 IN t 16 2 2 10 + 67 55 14 + 64.5 154 I ( + 31 53 it + OB 5 r 1 + 77 155 1 10 9 254 11 + 92 57 1 4 6D 15.6 10 3 41 255 ALMERIA AVENUE 20+14 58 112 + 45 157 9 + 0 256 I 19 + 3® 59 12 4 83 158 9 a 257 15x'93 60 13 + 65 159 9 t 72. 258 18 + 10 - 15+10 61 14 4 03 160 1 + 08 259 l 1-7+46 62 14 +68 161 0 + 92 260 1 (�t9c1 63 CATAW13A DRIVE 15 + 76 162 11 + 26 64 15 + 04 163 12 + it- - I ALMERIA AVENUE 1 (7 +751 FUT. TR. 14296 65 14 + 18 164 IZ + 47 2 15 + 82 IS 4. e)Z. FUT• TR. 14296 66 13 + 74 165 13 .+ SZ 3 O 1S + Z 13 FUT. TR- 14296 67 I Z + 85 166 SCOTT DRI 13 + 38 t} 7A 14+79 FUT. TR • 1429 68 12 + 39 167 12 + 55 5 14 + 25 1442.5 FUT. TR. 14296 69 11 + 52 168 12 + 17 6 1 4 13 4~'71 RI T. 'TR. 14 296 70 11 + 03 169 11 + 36 7 i 1-3+2.6 FUT. TR. 1429 71 10 + 13 t70 10 + 98 8 ro 12+14. PUT. TR. 14296 72 NIAQARA DRIVE l0 + 55 171 10 t 13 73 11 + 43 172 9 + 88 7A 11 + 78 173 9 4- 83 75 12 + 60 174 9 +72-45 76 I2 + 95 175 I0 + D2 77 t3 + 79 176 10 + 790 78 14 10 t7 II + 16 79 14 + 99 1 8 I I + 99 80 15 + o9 79 ( 2 � 40 8t 15 + ?_ 6.22 ALMERIA AVENUE 2 Z.+ 53 82 1S + I °1 181 1 + 78 1 +rl'� 83 15 +-04 182 0 1+31 84 14 + 15 IS -3 0+0 85 13 t 74 184 26 + 38 2(9+38 1 8 12 4 90 185 2(v+ j4- 412 12 + 54 18ro 2 ; Z5+260 11 + 73 187 24 4 Cos 2.4• +%�7 9 11 .1-34 188 Z4-+ 1 1 9a 91 ALMERIA AVENUE 10 + 59 190 WHITEINOOD DR. 10 11 + 58 + 41 92 19 + 18 ICi+1$ 191 11 4- S3, 9 3 2 10) +(O l 19?- 12 + 4 7 94 ZO +45 193 I + 3 194 1 +q1} 96. 21 2 I fi 72 195 13 +glo p11 97 22 + 16 22+ Ila 196 13 +44-11 98 23 + 05 2::5+05 197 13 + 1 q 199 4 3 8 0 2.8Ft' ort s1o� LIE-xT PR4POSE� ' ` NOTR i 70 15T s avrr�Awr.E s•��►I ' 18.02 21 DEWL, AELOW Tt2 u tit S�r�l�t2 f1oAYLL 1 Q H7 �,�yL1�H-r -� � . � - LIWE, _ z.1 1 l� Ismr 1 T r✓vl✓�Il y 1611 MAX I - II 1-1 Ot J Ar_>.lA c- kLATZ.112Ac 1� /���\� //1�� /���// �\11F ctzQLl1.1D • NO mou Dm� ► fi- � IN ALLDwE,0 _ - P21M ESE,\/ATI01J A5 SHOwJ r AL 1J • 1 • G . -13y ZHF.e25 :. PLAN t f° a V.CP. SEWER Q. o° • Mnl. r ' 1 t SHALL K41/E '+ MLE.T-- CDARsE M FIN15H s AT � DEFT 60 Db4 5~ a i t ELW. „ 11LSTAL_L, cL.A�' SLOPE SHELVES -DOWN -1 ';, PEA PYRAN OhP_ y FOOT MiN YaJ�IlARDy ' • . T PYRAN -14, Mr.) 3 2 .• o °` ©V.C.P. STUB FLOW OUTLET r 44 3004 f'SICONCRETE q 01 E . AT ..Co1JM-2 AGTO R's 0(F-1 10 0 ; I1✓ AN 1 ell x 4" OE 21" x4" WYE IS AVA1 LAC✓LE 1H � 1iJG1z1✓A��rL 5� 1 AZL - - - - - -- I o _ N HOLE SECTION PLAN VIEW 1�� eU M 1 N A` -«v A t,) D A 4 4-� eaq � 5 N ALL OF, u5 E 0 AT No SXT12A. COST • . SEWER LATERAL CONNECTION L Nc>T To scA� N N DET AI RCrr 'To _6C.A-r-'_ CASE 1 MANHOLE- NOTES N 3000 P's. I. C01/6e PEe clrY 1 coNo2ETF 0 F PON TA NA STV. 1 . PRECAST MANHOLE SHALL CONFORM TO THE REQUIREMENTS OF A C. IA. B. A . S . T . M . C-478 AND BE DESIGNED FOR AASHTO H20 * LOADING . 1k1vz•12T OP Ptll�ECAG_r F=IPF- 2. INVERT ELEVATIONS AS SHOWN ON PLAN & PROFILE SHEETS 3. STEPS ARE REQUIRED FOR ALL MANHOLES IN CONFORMANCE - N 30"CLERIC OP L<NtN6 WITH CITY OF FONTANA STANDARD DETAIL 112. STEPS SHALL BE 3/4" DIA. GALV. IRON OR PLASTIC PER A.S.T.M. �9 c C- MC- N T MogrA(Z A-82; A . S . T . M . C-478. A . S . T . M . Ii. GRADE 43758. P0�11e �GiAiN7� ASPHALT' PAPER u�I �� F'TL11-D w RA P P E p 4. POUR AND FINISH BASE SAME DAY. STEEL TROWEL WITH 2" _ RADIUS EDGES. 1D 'I i'I,' .m 5. PLUG PIPES DURING CONCRETE POUR. WIPE PIPES CLEAN. ENTRANCE SHAFT D E T A I L BEFORE CONCRETE HARDENS. 3 MIN.�MI �„ ZA 6. BACKFILL AROUND MANHOLE ONLY - AFTER ENGINEER'S APPROVAL 1�Ieonil SID OF 7 . PROVIDE F R FUTURE 8" INLET TO M.H. & PLUG BOTH ENDS. SECTION C -C �a•1c. Q WHERE SHOWN ON PLANS. V •`p , *4 5APe LoNGIT'LIDIWAL_ *-4 Tia= p 104" MAX. O.G) t9 CLA56 A cow c1er-`7P-; gorrF_: de B- #4L -0K IT. SECTION A A ISAMS ��14-y'Sf9A1<:4-=D FO R I -I P)= LA1e9r41E12 CASE 2 SEWER LATERAL PROTECTION DETAILS NOT To SGA3.- NOTES (CASE 1): NOTES (CASE 2): 1. WHERE CLEARANCE BETWEEN BOTTOM OF 1. WHERE CLEARANCE BETWEEN BOTTOM OF PRECAST PIPE STORM DRAIN AND TOP OF UNDERGROUND" PIPE OR STRUCTURE AND TOP SANITARY SEWER IS LESS THAN 6 " CASE 1 OF SEWER 18.6" TO 18" CASE 2 APPLIES. APPLIES. 2. APPLY FORM OIL, THIN PLASTIC SHEET, OR 2. SANITARY SEWER SHALL BE DUCTILE IRON OTHER ACCEPTABLE MATERIAL TO EXTRA PIPE. CLASS 50 (MIN.), EPDXY LINED IN STRENGTH_ .P. TO PREVENT BOND BETWEEN CONFORMANCE WITH ASTN A 748 ANDj-� CONCRETE. PIPE AND POLYETHYLENE WRAPPED IN CONFORMANCE 3. NOTE 3 FROM CASE CASE 1 APPLIES. - - - - WITH AWWA C105. 3. EXTEND BOTH ENDS OF CRADLE OR ENCASEMENTT' TO A POINT ONE INCH SHORT OF FIRST PIPE JOINT BEYOND LOCATIONS SPECIFIED ON PLAN. r 15/ PROP. F 5. . PROP I S'i qp NA TIVS 1?4ric F-1 U, 3 s cl15 l c0MQAOT10k) I I m ,i d II 6" MI'17 '1 10 MAX - �, SACKFlLL SHORIAIC?(BRA )A1 JACK5 OATIVEREQUIRED METAL- 6R WOD 90 % Q�1blPACi/ON PER ASTM. C-/2 AND I�ATIv � 131�K1�1,u• @ '� N W STATE SAFETY 01 T6 ai50/o COSI PI�rcrit V - 0A i (V LAOX0 0_oM'PAGT10 L) > !" MAX • SIZE SELECTED 1 .�- /V•4TlYE 50/L GdN�I/�,gCT�lj TO %/ I HAND PLACED BACKFILL CLA55 ',8 " $EDOIN(j (/I STM C-42) ' I . • • N .I N ? (SAND) (a1 95 '/• CAMfAC�/ON =N Be- =18 + 2" + 2" 22- j\ 2j\ Z SELECTED CvRANUL.AR t2 a m 14�rMIN• TO 3/41 Mo °� o oU ' ROCK I3E DING oaaa��� ' v ' MATERIAL. (CRUSHED STONE _ Rat1NDED GRAVEL oF2 PEA GiRAVEL) 3 95l COMPAC170N 5;, Bc "MriN� 0c/ 2 LESS TfIl/V 70 DEEB' /0` DEEP 8r DEEPER (ZZ~)3 4''MIN. TO 4,- TYPICAL '_TYPICAL BEDDING FOR 8" V.C.P NOT 70 Sc l -E tl TYPICAL TRENCH DETAIL FOR .18" VCP SEWER At r.C-O _D DR=AWN I_NG NDT TD SCALE BENCH MARK: NO. 360 BASIS OF BEARINGS: THE BEARING OF N 89 51'00" E FOR CITY VF F"ONTANAt CAL I FORN I A �. CITY OF FONTANA BENCH MARK # THE NORTH LINE OF THE SE 1/4 OF 360 A NAIL IN POLE #1536704E SECTION 36. TIN. . 3 S.B.M. AS PUBLIC WORKS DEPARTMENT AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT N0. 3348. M.B. AVE. AND BASELINE AVE. 47/14-15 WAS USED AS THE BASIS OF ELEVATION: 1376.03 BEARINGS FOR THIS MP.P. DRAWN BY: SCALE: PREPARED IN THE OFFICE OF0 c 0 PLOTTER SEWER IMPROVEMENT P MADOLE AND ASSOCIATES, INC. tioq�°� Io''�t DESIGNED : AS SHOW tit CONSULTING CIVIL ENGINEERS _ *\ �ALMERIA AVENUE TRUNK SEWER AND LAND PLANNERS �11 1820 E. 16th Street 11�. 14814 ;� S' CHECKED. DETA I L SHEET DATE: SANTA ANA. CALIFORNIA 92701 PHONE 17143 835-2548 Exp.3-31-OIC JOB NO. DWG.' NO* SHEET NO. Ll ADDED RE-C-0RPi' ASA INP® v -� `�� ��C1Vi1�� _ APPROVED G.� OF ENGR S DATE CITY DATE o�ca�� 142-509 2038 _% 7 REVISIONS APPROVAL - APPROVAL J.M. MADOLE R.C.E.14814 DATE _ _ :` CITY ENGINEER R.C.E. 2512'6 DETAIL SHEET / TR 12314 [FINAL) - 1010.1001PF: 142509 4804 25 -Apr 90 01:39 PM / 142-609-1 531-1343