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HomeMy WebLinkAbout3848-211 c/1- M.H. NO� 1 3 05.6 P. E. 4 LOT NO. DESIGN STA. 0 07.1 P.E. 4 5 6 10+06.87 10+23.42 10+91.25 315, 7 p. E. YES YES YES 7 8 9 10 8 W(DT)1P. YES YES YES YES 0+ �-Oo 10 43,8 p, E. Q� (n - M 12-.7 > I > A �A V' M11111.11I, BASIS OF BEAFUNGS: LEGAL DESCRI"ON- OWNER/DEVELOPER SOIL ENGNEER BEING A SUBDMSION OF A PORTION OF THE SOUTHEAST 1/4 Centex Homee ALBUS-KEEFE and ASSOC., INC. OF SECTION 14, TOWNSHIP 1 NORTH, RANQE 6 WEST, SAN BERNARDINO MERIDIAN, 1265 Corona Pointe Court 1CM N. Armando Street *'OUNTY OF SAN BERNARDINO. Ph: (951) 279-3000 Ph; (714) 630-1626 Fax. (951) 279-2100 Few (7114) 630-1916 00"O��� �REM�.SION D�ESCRIPIION NGR. DATE REV. DATE I I LOT NO. DESIGN STA. 0 9 4 5 6 10+06.87 10+23.42 10+91.25 315, 7 p. E. YES YES YES 7 8 9 10 8 W(DT)1P. YES YES YES YES 11 0 �-Oo 10 43,8 p, E. Q� (n - M 12-.7 > I > A �A V' M11111.11I, BASIS OF BEAFUNGS: LEGAL DESCRI"ON- OWNER/DEVELOPER SOIL ENGNEER BEING A SUBDMSION OF A PORTION OF THE SOUTHEAST 1/4 Centex Homee ALBUS-KEEFE and ASSOC., INC. OF SECTION 14, TOWNSHIP 1 NORTH, RANQE 6 WEST, SAN BERNARDINO MERIDIAN, 1265 Corona Pointe Court 1CM N. Armando Street *'OUNTY OF SAN BERNARDINO. Ph: (951) 279-3000 Ph; (714) 630-1626 Fax. (951) 279-2100 Few (7114) 630-1916 00"O��� �REM�.SION D�ESCRIPIION NGR. DATE REV. DATE I I i� Q) f I ,50-4 P. CO + (1) co 12 LO 'r - co + 5Z2 P.E. +to -ji I �-J[ 60.5 p 10 '1- F. V'- It / I I 74 53. 1 P. E� 'q 'O"gil 77, v"'All . . . . . . . . . . . I I GRAPHIC SCALE 40 0 20 40 80 M" iPp = 40p 14 60.8 p. E-, 17+08.93 DOVEHURST WAK_VL INT, =10+00.00 WHITEGATE LANE CA 6 IT w awl" 1101 11 �, CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, �, J, 15 6 0.8 P. E. SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT STA." BACKWATER VALVE 4 5 6 10+06.87 10+23.42 10+91.25 .. . ..... .... ... . ... ..... .. ... ....... .. YES YES YES 7 8 9 10 11+74.08 12+47.92 13+38.65 13+99.70 YES YES YES YES 11 14+83.62 YES 12 15+66.53 NO 13 16+49.76 NO 14 16+97.83 NO 69 4, '( YES 70 71 11+07.46 11+95.26 YES YES SJN 13+35.65 14+12.85 YES - YES 74 15+04.55 NO 75 16+52.93 y .. .... . .... .. .. . ... .... ...... . .... . .... ... IVif. ... ... I ....... . ..... K3 ....... ... .. . .. .... iffITifif..... ..... .. . I'11,111111111111j" ITVIT... .. . ... . .. fIIIIIT.. ........... PROFILE SCALES + HORIZ.- 1 40 VERT., w-49 p 17+00 i� Q) f I ,50-4 P. CO + (1) co 12 LO 'r - co + 5Z2 P.E. +to -ji I �-J[ 60.5 p 10 '1- F. V'- It / I I 74 53. 1 P. E� 'q 'O"gil 77, v"'All . . . . . . . . . . . I I GRAPHIC SCALE 40 0 20 40 80 M" iPp = 40p 14 60.8 p. E-, 17+08.93 DOVEHURST WAK_VL INT, =10+00.00 WHITEGATE LANE CA 6 IT w awl" 1101 11 �, CONSTRUCT 8" EXTRA STRENGTH VCP SEWER LINE, �, J, 15 6 0.8 P. E. SEWER LATERALS LOCATION (BY STATION) LOT NO. DESIGN STA. "AS BUILT STA." BACKWATER VALVE 4 5 6 10+06.87 10+23.42 10+91.25 YES YES YES 7 8 9 10 11+74.08 12+47.92 13+38.65 13+99.70 YES YES YES YES 11 14+83.62 YES 12 15+66.53 NO 13 16+49.76 NO 14 16+97.83 NO 69 10+42.26 YES 70 71 11+07.46 11+95.26 YES YES 72- 73 13+35.65 14+12.85 YES - YES 74 15+04.55 NO 75 16+52.93 y C,,,,ITY OF FONTANA, CALIFORNIA COYOTE CANYONLTRACT-16M