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HomeMy WebLinkAbout1783-4112693 RESP '` � I .�►° '� 1-RIO��� LANE ¢ ANT YeREAK TL 0o'�0 pA o�� too.( 0(� �� a' oQ h 10 0 DAYBREAK LANE Sff T 3 14.41 / � v 12 o, 17-14 LLI ,J 18.02 �s /4 13 =, <, a TyP 4t- Wy r t78 73 15 /0, fBO. 00 E(S MATCH LINE 5ff © 60 47' l0" NO . fe i 0. 0) ` 9 y2' eROGUN UK ok 262,9 39' 1,5, ,m. D0' /67 5'7' GUG - Pf - OAC affil DWG. NO. 2-•D162. 32' 29, (P2.00 31.97' l�. 35 61% - X% SAG ffV4rf5tr OjjtB Q w, 06, 491' 62. CYC' 46.61F' Z4. ¢q 01- IIS- 0,4e, 1fbVXr4f WZO Q 020 �2' 3 9" 2110.00 237.97' 102.40' 6090 e kve 06 -If To f-. e. ® 7" OS' �l " 21S-00 27.17 /3.00' CORD 6,01FOE 94 TO E C. O 88° 03' 40'' /82.00' 279 73 175:9¢' 609P 4 /4yW§ rarW 0 /o° lq' 4(.." 1100.00 x7.00' 29 09' CURvif ,le. TO IN © 7/' 49, 5¢ ?00.00 a50.3°i' /40.59 6UR1/F /NT. r0 ee. © d8° 03' ¢,0" ?00.00 �Oi 39 /93.3¢' GURVe TOTAL ® go, ¢S' 45 20.00' 28. Zl ' 17 03 ' G URB ReTURN 0 90° oa' 00" 20 00' 37 ¢2' 2x00 ' GURf3 )?erZ11fN O Q R L T COMMENTS CURVE DATA 14.41 / � v 12 o, 17-14 LLI ,J 18.02 �s /4 13 =, <, a TyP 4t- Wy r t78 73 15 /0, fBO. 00 E(S MATCH LINE 5ff 15 16 8 R �-,Z 9:fl eful T-19 TFR .r\ C 1\1 -0, J -"/?10 2 1 I s_ DRIVE 2-/2 9/ 6•A'f PA m,01 ✓ MON7 Of L07S� /G A/7, 7,4/ 027/ V` REV. DATEEMRS DESCRIPTION D TE APR tom'. LATERAL � A STA 2163.8/ s ........ .. - ........... . ..... I .......... .............. ... ............. ............. ................. ... .......... I ..... ............ ....... .... .............. . - - .. . . ..... - -- ............. - ............. ... ............ O � ......... ...... ill i El L A TERAL `D 57A 2191.55 RIDGECREST_ CONSTRUCTION NOTES: U7 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER L.A.C. F. C. DWG. NO. 2- DI 12 , O1 CONSTRUCT 311 A.C. OVER 1211 COMPACTED 10 CONSTRUCT CATCH BASIN NO. 2 PER L.A.C.F.C, NATIVE SOIL. DWG. NO. 2-•D162. 2O CONSTRUCT CONCRETE CURB AND GUTTER (6-1 C.F. CONSTRUCT CATCH BASIN N0.3 PER L.A.C.FC. PER CITY OF FONTANA STANDARD DETAIL 101.. DWG. NO. 2-DI63- O5 CONSTRUCT STANDARD CROSS GUTTER AND SPANDRELL PER CITY OF FONTANA STANDARD DETAIL 104. 13 CONSTRUCT 18-` R,C.P. CLASS 1, O6 CONSTRUCT 411 THICK CONCRETE SIDEWALK WIDTH AND LOCATION PER PLAN. (QUANTITY EXCLUDES CIVI DRIVEWAY APPROACHES) BENCH MARK F O ADJUST MANHOLE COVERS TO GRADE PER DETAIL 109. O9 CONSTRUCT RAMPED CURB RETURN PER CITY OF RR SPIKE ON PP 674320E AT FONTANA FONTANA STANDARD DETAIL 104 A. THE INTERSECTION OF JURUPA 14 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY.OF AVE. AND MULBERRY AVE. FONTANA STD. DET. 102 E L E V. 918.40 15 16 8 R �-,Z 9:fl eful T-19 TFR .r\ C 1\1 -0, J -"/?10 2 1 I s_ DRIVE 2-/2 9/ 6•A'f PA m,01 ✓ MON7 Of L07S� /G A/7, 7,4/ 027/ V` REV. DATEEMRS DESCRIPTION D TE APR tom'. LATERAL � A STA 2163.8/ s ........ .. - ........... . ..... I .......... .............. ... ............. ............. ................. ... .......... I ..... ............ ....... .... .............. . - - .. . . ..... - -- ............. - ............. ... ............ O � ......... ...... ill i El L A TERAL `D 57A 2191.55 8 R �-,Z 9:fl eful T-19 TFR .r\ C 1\1 -0, J -"/?10 2 1 I s_ DRIVE 2-/2 9/ 6•A'f PA m,01 ✓ MON7 Of L07S� /G A/7, 7,4/ 027/ V` REV. DATEEMRS DESCRIPTION D TE APR tom'. LATERAL � A STA 2163.8/ s ........ .. - ........... . ..... I .......... .............. ... ............. ............. ................. ... .......... I ..... ............ ....... .... .............. . - - .. . . ..... - -- ............. - ............. ... ............ O � ......... ...... ill i El L A TERAL `D 57A 2191.55 -` �-a N0. RCE 409 - cc_ EXP- 3-31-91 CIVI 0 SAL Musser Engineering Consultants Inc. CITY OF FONTANA CALIFORNIA 2695 MATARO STREET (818) 568.- 2465 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drawn by : PA SOUTHRIDGE VILLAGE Scale" 111=401 Approved : /IC014x ^44111 7 11,618 of Designed by: TRACTS NO. 14027-i'l4027 Date: 1117189 MUSSER R.C.E. 40982 Date GEORGE 4f zK STREET IMPROVEMENT PLANS i Checked by: lj a46e /a,SSOC. A Lc..Z'.G.: pp�N '�RI ,�,� peZ 3��5 R.C.E. 25126- Dwg. No. - Lj CITY ENGINEER