Loading...
HomeMy WebLinkAbout5088-21390 LT 1390 C/L cc (2) CD 61 CF) + (Z) =M OC 50.00' OT 140.95' OC 55.47' OC 30' VC PI=84.75 = - Z C-) L-) C-) I`__ --- I - C-) m u C, m C-) -) u co :> r- co >- LLJ CD C—:) Ln m: Li 0 Iq �& — 01) Lr) 00 -40—C C0 0 50% 'j . _j L.L _j LL_ c\j LL_ c\j M C> c> fr? cp cp CID m m co 6 CF TO 12 CF co m 12" CF TO 6" CF CATCH BASIN INLET TRANSITION 6' 6 TRANSITION PROPOSED FINISH SURFACE.-@ C/L - 14' CURB FACE OPENING _j R/W < c x1 " q co o 0- 1 u 38.00' M c!D CD U- C) + LID _j _j _< C) q -�T r- 7: CD co m PROP. 6' BLK. WALL C3 L In CD CD C-) I _j Z: C? I_L_ — —_ 1 CD co Ln u cn cc cn 4- Ln Li- I..- U_ U- + C:) LID T=4.47% LD CU Ln CD Lu CD CD LID C'u co CC_ L (D cn Cn CT) LID _j _j CID CD Ln CUr) CD - r- + 00 a-) , -j 'cD' CD Ln - cu co z LLnD CUD. M C"j r' 1, 0.50% cn LID c\j 1<16 m cli jo__� m co + CID m cn L.L C�j m m C:) CO— — — ------------ ------ a- u - CT) LO co Lr) r- (:n co 03 CE: LL C� r— CD cc F— co + < - qc+31 cr OD cp C)' L m C�l co EXIST. NATURAL GROUND—�� . r_� CID r1_ 47.12' 6 CF TO B" CF 7 OCD LID CD co 70,39' OC 14�> m OD -i- - + 14U VU CURB RETURN TRANSITION Lo Iq u m 70.03' OC 0 CID uj _Z P 9 94 LANDSCAPED DRAINAGE SWALE 84.8 FL /x 48" PERFORATED CMP STORM DRAIN SYSTEM 1390 R W112" POROUS ROCK SURROUND 77.60 I A INV 78.15 INV N GRAPHIC SCALE -10 0 40 80 12 0 S a DeENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 PHONE (909) 884-7090 SURESH@SOENGINEERING.NET Ak or SURESH DODDLA-H R.C.E. 36361 DATE A . u U u u u (i CD 80' VC u LD IST. NATURAL GROUND C/L C, ui cu cy) PI=B7.26 cl: M C-) C) CD 'q- m Ou m C)i cu C�j UD C�j L) CD CD CD + + m cc) In 00 + I-_ Ln ::) L—n co CID M co 03 C-) CTI PROPOSED TC IB' RIGHT L) r-) C) Ln lZq Ih co a) co a) — co + 04 CD cn CD LD 'T 00 L) CD m cn CD Cu LID NT Lp co 4t - + 04 + :67% LL. CD (.0 LID 'q- r- 163 _j T= 1-67%) L) + Lc) + CC) ­` + C) T=4.47% L' -j CD UD m f'o cx) U- _j C�l cu co 24" HDPE CONNECTOR PIPE Lq 0) LID u_ _j "q LL_ co Nr + co 0.50% m C�' Lu co co y CFI cc Lo u In co EXIST.fNATURAL GROUND La R/W— 4�t CONSTRUCTION NOTES 6 ENGIR. CITY DATE CONST. 4" MIN. A.C. PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE PER cr 0 - ch 90 *00' 00 47.12' CITY STD. NO. 400. ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY 2 282. 00' < 66.17' RECOMMENDATION OF SOILS ENGINEER AT COMPLETION OF ROUGH GRADING. 3 cr . F— CL 13 *26'39 CONST. 8" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 37.46' 4 cc: a- CONST. 6" CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000 C7� 10 r1_ C:) <c CD C::, (Z) CONST. A" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=5' 8 o - LZ m I" 37.28' r- + m cl cr L.Li _j __1 C__XLj CONST. CURB RETURN ACESS RAMP PER CITY OF FONTANA STD. NO. 1003 cy) + CD LID 212 31 - 13 CONSTRUCT 16' DRIVEWAY APPROACH PER CITY OF FONTANA STO. NO. 1002 c:) + 0 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 403 CAP C-) _-N (o CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. NO. 3004, W=7' G) SAW -CUT AND REMOVE EXIST. AC PAVEMENT w1m 100 REMOVE EXIST. CURB AND GUTTER CIO LIJ lot REMOVE EXIST. DRIVEWAY APPROACH (n 48" PERFORATED 102 REMOVE EXIST. SIDEWALK CMP STORM DRAIN 103 ADJUST EXIST. S.D. MANHOLE TO GRADE PIPE (UNDERGROUND) � <1�3 CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003, CASE B 7 N GRAPHIC SCALE -10 0 40 80 12 0 S a DeENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 PHONE (909) 884-7090 SURESH@SOENGINEERING.NET Ak or SURESH DODDLA-H R.C.E. 36361 DATE A . u U u u u (i CD 80' VC u LD IST. NATURAL GROUND C/L C, ui cu cy) PI=B7.26 cl: M C-) C) CD 'q- m Ou m C)i cu C�j UD C�j L) CD CD CD + + m cc) In 00 + I-_ Ln ::) L—n co CID M co 03 C-) CTI PROPOSED TC IB' RIGHT L) r-) C) Ln lZq Ih co a) co a) — co + 04 CD cn CD LD 'T 00 L) CD m cn CD Cu LID NT Lp co 4t - + 04 + :67% LL. CD (.0 LID 'q- r- 163 _j T= 1-67%) L) + Lc) + CC) ­` + C) T=4.47% L' -j CD UD m f'o cx) U- _j C�l cu co 24" HDPE CONNECTOR PIPE Lq 0) LID u_ _j "q LL_ co Nr + co 0.50% m C�' Lu co co y CFI cc Lo u In co EXIST.fNATURAL GROUND La R/W— 4�t 9�ZPF Ess1q'v srk DO C-) DT j n NO. 36361 D I EXP, 6-30-14 Ma DIAL WORKIN G YOU G1 BEFOR TiDAOS BEFOR CIVIL IG YOU DI TOLL FREE 1-800-227-2600 OF C, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12 6 Tar 12-- 0- a- 4 3 7 m 6 m 5LO CQ CID CID 1< �< _< ;� < V_� (1) M (D (yi > M Iq Lr-) CD + M + C) Q + M u co CU m 00 L-0 LID LID UD Lo - 00 _j _j _j co _j —CE u) cr Ln CL_ . Q_ 'IT a) CD + r--, LID CD cu 2 CID D 3g; (i L0 + CD LLI 1� I + _j LID CID Fi� 1+18.9 BCR + Q 5 .21' 0 Is 6 ENGIR. CITY DATE TANGENT 1 cr 0 - ch 90 *00' 00 47.12' 30.00' 2 282. 00' < 66.17' 6 3 cr . F— CL 13 *26'39 . M 37.46' 4 cc: a- 13 *22'27 C7� 10 r1_ C:) <c CD C::, (Z) ILD — /9 8 o - LZ m I" 37.28' r- + m cl cr ­` + CD _j __1 C__XLj 16. 00' cy) + CD LID 212 31 - 13 140.95' c:) + A* owur 01filit CAP C-) z4j Lu C) _j w1m CIO '3 cc �)'A 17. � <1�3 7 < <;6 cz) 6 %5' 34.79 Tc 8 it, 8 3 7 9 FT �14 10 .2 * - 7 00 0 �(ii' 3 _!10 2 . 27 77 \A 13 cc . Cc 4 Q_ CD 01 lf- + Ln cu C> - 39; cz) CD + 12 13 co _j UD 0L _j L) + 2 cl ZU 9�ZPF Ess1q'v srk DO C-) DT j n NO. 36361 D I EXP, 6-30-14 Ma DIAL WORKIN G YOU G1 BEFOR TiDAOS BEFOR CIVIL IG YOU DI TOLL FREE 1-800-227-2600 OF C, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12 6 Tar 12-- 0- a- 4 3 7 m 6 m 5LO CQ CID CID 1< �< _< ;� < V_� (1) M (D (yi > M Iq Lr-) CD + M + C) Q + M u co CU m 00 L-0 LID LID UD Lo - 00 _j _j _j co _j —CE u) cr Ln CL_ . Q_ 'IT a) CD + r--, LID CD cu 2 CID D 3g; (i L0 + CD LLI 1� I + _j LID CID Fi� 1+18.9 BCR + Q 5 .21' CID m C� + LID _j 14 C-0 00 3c� m M + LID _j 15 IV REV. 0 Is DATE ENGIR. CITY DATE TANGENT 1 30.00' 90 *00' 00 47.12' 30.00' 2 282. 00' mmm=mm 66.17' 33. 24' 3 318. 00' 13 *26'39 74.62' 37.46' 4 282.00' 13 *22'27 65. 83' 33.06' 5 318.00' 13 *22'27 74.23' 37.28' 6 112.00. 16 15'37 a 16. 00' CHECKED BY: 38.00 212 31 - 13 140.95' A* owur 01filit CAP ff-'� w1m CID m C� + LID _j 14 C-0 00 3c� m M + LID _j 15 IV REV. REVISION DESCRIPTION DATE ENGIR. CITY DATE TANGENT 1 30.00' 90 *00' 00 47.12' 30.00' 2 282. 00' 13'26'39" 66.17' 33. 24' 3 318. 00' 13 *26'39 74.62' 37.46' 4 282.00' 13 *22'27 65. 83' 33.06' 5 318.00' 13 *22'27 74.23' 37.28' 6 112.00. 16 15'37 a 16. 00' CHECKED BY: 38.00 212 31 - 13 140.95' A* owur 01filit CAP ff-'� Lq cu 00 CD + c'm - Cc 16 _j C-) IV cl: Q_ co co In CD + m + — LID _j 17 cr 0- Oj co OQ :3: r- C) L +_ m _j C-) 18 co + 0 1D 1 19 6 MMMMM 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, TO THE PLANS THE CITY ENGINEER MAY REQUIRE REVISIONS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. C\1 Q 14�v '\v <� L FOVE" SIGN 'o- 0, CD x CD cz m C-) 0 ELAINE _Llj N) Lu X AVENUE cu CD 13 C) 'Vol" CZ) 2 MANGO AVENUE 0 U C/L- 1390 RT M SPECIAL NOTE: PROTECT EXISTING 18" RCP UNDERGROUND STORM DRAIN LOCATED 30' WEST OF THE CENTERLINE OF MANGO AVENUE. CURVE DATA 01 RADIUS DELTA LENGTH TANGENT 1 30.00' 90 *00' 00 47.12' 30.00' 2 282. 00' 13'26'39" 66.17' 33. 24' 3 318. 00' 13 *26'39 74.62' 37.46' 4 282.00' 13 *22'27 65. 83' 33.06' 5 318.00' 13 *22'27 74.23' 37.28' 6 112.00. 16 15'37 a 16. 00' CHECKED BY: 38.00 212 31 - 13 140.95' SD 5088 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, TO THE PLANS THE CITY ENGINEER MAY REQUIRE REVISIONS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. C\1 Q 14�v '\v <� L FOVE" SIGN 'o- 0, CD x CD cz m C-) 0 ELAINE _Llj N) Lu X AVENUE cu CD 13 C) 'Vol" CZ) 2 MANGO AVENUE 0 U C/L- 1390 RT M SPECIAL NOTE: PROTECT EXISTING 18" RCP UNDERGROUND STORM DRAIN LOCATED 30' WEST OF THE CENTERLINE OF MANGO AVENUE. CURVE DATA 01 RADIUS DELTA LENGTH TANGENT 1 30.00' 90 *00' 00 47.12' 30.00' 2 282. 00' 13'26'39" 66.17' 33. 24' 3 318. 00' 13 *26'39 74.62' 37.46' 4 282.00' 13 *22'27 65. 83' 33.06' 5 318.00' 13 *22'27 74.23' 37.28' 6 112.00. 16 15'37 31. 79' 16. 00' CHECKED BY: 38.00 212 31 - 13 140.95' LEGEND INSTALL A.C. PAVEMENT PER SOILS REPORT REMOVE EXISTING CONCRETE DR # 11-006 CITY OF FONTANA, CALIFORNIA BENCH MARK: STREET D*)RDVEMENT PLANS CITY BM #536 PK NAIL IN THE NORTH END OF THE THE DRAWN BY: EB 11UkCT NO. 17&54 SCALE: AS SHOWN NORTHEAST CURB RETURN AT INTERSECTION OF MILLER AVENUE AND JUNIPER AVENUE. DESIGNED BY: E COUff DATE: EB 6/ 17/20 14 ELEV. = 1362.61 CHECKED BY: DRAWING NO.: 2 SD 5088