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HomeMy WebLinkAboutDWG 484-5E; CT 15-05; QUARRY CREEK PA R-3; 01-15SEWER LATERAL TABLE BLDG Unit STREET STA CL ELEV INVERT ELEV DROP TO MAIN AT L' LATERAL INVERT ELEV SLOPE TOP OF DEPTH BELOW SEWER AT MAIN "WYE" CONNECTION LENGTH (FT) AT STUB CURB ELEV TC@STUB BACK FLOW 1 1 Campo Azul Court 1o+08.56 119.65 109.61 1.20 23.34 22.14 111.25 2.00% 119.64 8.39 2 Campo Azul Court 1o+29.40 119.84 109.82 1.20 23.34 22.14 111.46 2.00% 119.83 8.37 (f; •0 F \ 3 Campo Azul Court 10+50.40 120.02 110.18 1.20 23.34 22.14 111.82 2.00% 120.01 8.19 C· 0 (f) 4 Campo Azul Court 1o+85.40 120.33 110.53 1.20 23.34 22.14 112.17 2.00% 120.32 8.15 5 Campo Azul Court 1D+92.40 120.4 110.60 1.20 23.34 22.14 112.24 2.00% 120.39 8.15 I '-. / I 6 Campo Azul Court 11+13.23 120.59 110.81 1.20 23.34 22.14 112.45 2.00% 120.58 8.13 ) WATER • ' \ dJ ) 2 7 Campo Azul Court 11+53.37 120.94 111.21 1.20 23.34 22.14 112.85 2.00% 120.93 8.08 LEGEND @) @) WATER e 8 Campo Azul Court 11+87.84 121.25 111.56 1.20 23.34 22.14 113.20 2.00% 121.24 8.04 © 9 Campo Azul Court 11+95.21 121.31 111.63 1.20 23.34 22.14 113.27 2.00'/4 121.30 8.03 8' FIR£ MAIN (P.V.C. C900) ./ ~ i "-- 10 Campo Azul Court 12+14.02 121.48 111.96 1.20 23.34 22.14 113.60 2.00'/4 121.47 7.87 YES RESTRAIN ALL JOINTS W/7 20' OF TE£ {5.5' COVER) 3 11 Campo Azul Court 12+52.30 121.82 112.33 1.20 23.34 22.14 113.97 2.00'/4 121.81 7.84 2' MIN 12 Campo Azul Court 12+71.70 121.99 112.50 1.20 23.34 22.14 114.14 2.00'/4 121.98 7.84 ® 8" T££ {FL0) 13 Campo Azul Court 12+92.70 122.18 112.73 1.20 23.34 22.14 114.37 2.00'/4 122.17 7.80 14 Campo Azul Court 13+13.53 122.37 112.94 1.20 23.34 22.14 114.58 2.00'/4 122.36 7.78 © 8• 0V {FL0 X MJ) " ~ / 4 15 Campo Azul Court 13+83.99 122.99 113.61 1.20 23.34 22.14 115.25 2.00'/4 122.98 7.73 16 Campo Azul Court 14+10.90 123.23 113.88 1.20 23.34 22.14 115.52 2.00'/4 123.22 7.70 ® 8" OUCTIL£ IRON SPOOL @ @ I 17 Campo Azul Court 14+17.55 123.29 113.95 1.20 23.34 22.14 115.59 2.00'/4 123.28 7.69 {36" LENGTH) ,FIR£ I FIRE• e \ I 18 Campo Azul Court 14+38.55 123.48 114.16 1.20 23.34 22.14 115.80 2.00'/4 123.47 7.67 © 6" WATER MAIN {P.V.C. C900) 19 Campo Azul Court 14+59.55 123.66 114.37 1.20 23.34 22.14 116.01 2.00'/4 123.65 7.64 ../ -I 7 $ RESTRAIN ALL JOINTS W/7 30' 20 Campo Azul Court 14+80.38 123.85 114.73 1.20 23.34 22.14 116.37 2.00'/4 123.84 7.47 OF T££ {3.5' COVER) A @) @i 8 A 5 21 Campo Azul Court 15+37.26 124.29 115.32 1.00 23.34 22.34 116.77 2.00'/4 124.28 7.51 0 6" TEE {FL0) Campo Azul Court 15+58.09 124.43 115.53 1.00 23.34 22.34 116.98 2.00'/4 124.42 7.44 H @ 22 • 23 Campo Azul Court 15+79.09 124.58 115.74 0.80 23.34 22.54 116.99 2.00'/4 124.57 7.58 © 6" 0V {FL0 X MJ) -~ 24 Campo Azul Court 15+99.93 124.72 115.95 0.80 23.34 22.54 117.20 2.00'/4 124.71 7.51 ( 6 25 Campo Azul Court 15+42.44 124.32 115.82 1.20 9.50 8.30 118.81 21.57% 124.31 5.50 ® 6" OUCTILE IRON SPOOL 26 Campo Azul Court 15+63.28 124.47 116.18 1.20 9.50 8.30 118.96 19.04% 124.46 5.50 (36" LENGTH) @) 27 Campo Azul Court 15+84.28 124.61 116.54 1.20 9.50 8.30 119.10 16.39% 124.60 5.50 ©---28 Campo Azul Court 16+05.28 124.76 116.9 1.20 9.50 8.30 119.25 13.86% 124.75 5.50 0 AIR R£L£AS£ t--. "' 29 Campo Azul Court 16+26.11 124.91 117.26 1.20 9.50 8.30 119.40 11.33% 124.90 5.50 ( '\ ~ 7 30 Dill a Place 1D+19.00 126.49 120.19 0.50 18.50 18.00 121.05 2.00% 126.48 5.43 0 BLOW OFF 31 Dill a Place 1o+39.84 126.64 119.98 0.50 18.50 18.00 120.84 2.00% 126.63 5.79 A 32 Dilla Place 1o+60.84 126.79 119.77 0.50 18.50 18.00 120.63 2.00% 126.78 6.15 ~ CY 33 Dilla Place lo+81.84 126.93 119.56 0.50 18.50 18.00 120.42 2.00% 126.92 6.50 34 Dilla Place 11+02.84 127.08 119.36 0.50 18.50 18.00 120.22 2.00% 127.07 6.85 '. NOT£; 35 Dilla Place 11+23.67 127.23 119.14 0.50 18.50 18.00 120.00 2.00% 127.22 7.22 - 8 36 Dilla Place 1o+22.00 126.51 120.16 1.20 9.50 8.30 121.77 4.94% 126.77 5.00 2' MIN. ALL PR/VAT£ FIR£ MAINS ANO FIXTURES PER SEPARATE FIR£ 0£PT. PERMIT. 37 Dilla Place 1o+42.84 126.66 119.95 1.20 9.50 8.30 121.42 3.25% 126.92 5.50 f. e 38 Dilla Place 1o+63.84 126.81 119.74 1.20 9.50 8.30 121.57 7.59% 127.07 5.50 39 Dilla Place 1D+84.84 126.96 119.53 1.20 9.50 8.30 121.72 11.93% 127.22 5.50 40 Dill a Place 11+05.84 127.1 119.32 1.20 9.50 8.30 121.86 16.14% 127.36 5.50 41 Dilla Place 11+26.67 127.25 119.11 1.20 9.50 8.30 122.01 20.48% 127.51 5.50 - 9 42 Cordillera Court 1o+48.04 129.28 116.76 1.20 15.00 13.80 123.77 42.10% 129.27 5.50 / X', PRIVATE WATER ANO PRIVATE FIRE INTERSECT/ON DETAIL 43 Cordillera Court lo+69.49 129.03 116.97 1.20 15.00 13.80 123.52 38.77% 129.02 5.50 ,14 NOT TO SCALE 44 Cordillera Court 1o+92.10 128.83 117.20 1.20 15.00 13.80 123.32 35.65% 128.82 5.50 45 Cordillera Court 11+12.32 128.65 117.40 1.20 15.00 13.80 123.14 32.90% 128.64 5.50 46 Cordillera Court 11+33.40 128.46 117.58 1.20 15.00 13.80 122.95 30.22% 128.45 5.50 10 47 Cordillera Court 12+90.72 128.03 120.44 1.20 18.50 17.30 122.52 5.09% 128.02 5.50 48 Cordillera Court 12+81.60 127.96 120.13 1.20 18.50 17.30 122.45 6.47% 127.95 5.50 49 Cordillera Court 12+61.92 127.82 119.52 1.20 18.50 17.30 122.31 9.19% 127.81 5.50 50 Cordillera Court 12+42.14 127.69 118.93 1.20 18.50 17.30 122.18 11.85% 127.68 5.50 11 51 Cordillera Court 11+74.52 128.l 118.03 1.20 18.50 17.30 119.58 2.00% 128.09 8.51 52 Cordillera Court 11+67.69 128.16 117.93 1.20 18.50 17.30 119.48 2.()0% 128.15 8.67 53 Cordillera Court 11+36.40 128.44 117.61 1.20 18.50 17.30 119.16 2.00% 128.43 9.27 54 Cordillera Court 11+15.32 128.62 117.43 1.20 18.50 17.30 118.98 2.00% 128.61 9.63 12 55 Ceja Place 1o+38.96 123.39 114.26 1.20 16.00 14.80 118.13 18.04% 123.63 5.50 56 Ceja Place 1o+59.80 123.54 114.76 1.20 16.00 14.80 118.28 15.68% 123.78 5.50 57 Ceja Place 1D+80.80 123.68 115.26 1.20 16.00 14.80 118.42 13.24% 123.92 5.50 58 Ceja Place 11+01.80 123.83 115.76 1.20 16.00 14.80 118.57 10.88% 124.07 5.50 58 Ceja Place 11+22.80 123.98 116.26 1.20 16.00 14.80 118.72 8.51% 124.22 5.50 60 Ceja Place 11+43.63 124.12 116.76 1.20 16.00 14.80 118.86 6.08% 124.36 5.50 13 61 Ceja Place 1o+41.96 123.41 114.33 1.20 8.00 6.80 118.15 38.53% 123.65 5.50 62 Ceja Place 1o+62.80 123.56 114.83 1.20 8.00 6.80 118.30 33.38% 123.80 5.50 63 Ceja Place 1o+83.80 123.7 115.33 1.20 8.00 6.80 118.44 28.09% 123.94 5.50 64 Ceja Place 11+04.80 123.85 115.83 1.20 8.00 6.80 118.59 22.94% 124.09 5.50 65 Ceja Place 11+25.80 124 116.33 1.20 8.00 6.80 118.74 17.79% 124.24 5.50 66 Ceja Place 11+46.63 124.15 116.83 1.20 8.00 6.80 118.89 12.65% 124.39 5.50 14 67 Dega Place 1o+49.16 121.4 112.72 1.20 18.50 17.30 116.16 12.95% 121.66 5.50 68 Dega Place 1o+69.99 121.55 113.14 1.20 18.50 17.30 116.31 11.39% 121.81 5.50 69 Dega Place 1D+90.99 121.7 113.56 1.20 18.50 17.30 116.46 9.83% 121.96 5.50 70 Dega Place 11+11.99 121.85 113.98 1.20 18.50 17.30 116.61 8.27% 122.11 5.50 71 Dega Place 11+32.99 121.99 114.40 1.20 18.50 17.30 116.75 6.65% 122.25 5.50 72 Dega Place 11+53.82 122.14 114.81 1.20 18.50 17.30 116.90 5.14% 122.40 5.50 15 73 Dega Place 1o+45.70 121.37 112.62 1.20 9.50 8.30 116.13 27.83% 121.63 5.50 74 Dega Place 1o+66.54 121.52 113.04 1.20 9.50 8.30 116.28 24.58% 121.78 5.50 75 Dega Place 1o+87.54 121.66 113.45 1.20 9.50 8.30 116.42 21.33% 121.92 5.50 76 Dega Place 11+08.54 121.81 113.88 1.20 9.50 8.30 116.57 17.95% 122.07 5.50 77 Dega Place 11+29.54 121.96 114.30 1.20 9.50 8.30 116.72 14.70% 122.22 5.50 78 Dega Place 11+50.37 122.1 114.71 1.20 9.50 8.30 116.86 11.45% 122.36 5.50 16 79 Asta Place lo+36.02 119.93 110.88 1.20 16.00 14.80 114.67 17.50% 120.17 5.50 80 Asta Place 1o+56.85 120.06 111.45 1.20 16.00 14.80 114.80 14.53% 120.30 5.50 81 Asta Place 1D+77.85 120.19 112.03 1.20 16.00 14.80 114.93 11.49% 120.43 5.50 82 Asta Place 1o+98.85 120.32 112.60 1.20 16.00 14.80 115.06 8.51% 120.56 5.50 83 Asta Place 11+19.68 120.44 113.17 1.20 16.00 14.80 115.18 5.47% 120.68 5.50 17 84 Asta Place 11+15.85 120.42 113.07 1.20 8.00 6.80 115.16 13.09% 120.66 5.50 85 Asta Place 1o+95.01 120.29 112.50 1.20 8.00 6.80 115.03 19.56% 120.53 5.50 86 Asta Place 1o+74.01 120.16 111.92 1.20 8.00 6.80 114.90 26.18% 120.40 5.50 87 Asta Place lo+53.01 120.04 111.35 1.20 8.00 6.80 114.78 32.79% 120.28 5.50 88 Asta Place 1o+32.18 119.91 110.78 1.20 8.00 6.80 114.65 39.26% 120.15 5.50 ~ CITY OF CARLSBAD Ll£J 4 ENGINEERING DEPARTMENT 5 PRIVATE IMPROVEMENT PLANS FOR: SB&D~ OUARRY CREEK DIOAI RT 11 AS BUIL T1' l'-ofESS/o,v PLANNING AREA R-3 1 "I( If::,-; it 0<:i ~ CITY BENCHMARK: SEWER AND W1'~TER LATERAL TABLE ,:}' o"' P-'I~ PLANNING ENGINEERING SURVEYING q-/0-1'1 ,._ ~ 1; "' DESCRIPTION: CLSB-088 2" IRON PIPE W/OISK MARKED ® en :'I <" i 3980 Ruffin Road, Suite 120 APPROVED: / / J!J, I , JASON S. GELDERT G :,0 Sen Diego, Ca. 82183 "L.S. 6215" 6•11-1-UJ/6 w No.68547 f'1 858-560-1 141 ,,, P.E. DATE cl E,p. 9/30/17 ;u ~~ ,-r ... r, S5EH58DB157 Fax LOCATION: IN TOP OF CUT SLOPE 50' NORTH OF C4RLS840 0 ITY ENGINE~ PE 63912 EXPIRES 9 /30 /16 DATE , • RE'2E\vED BY•. . . --GRAPHIC SCALE '-",. CIVIi-~"C Vil/AGE OR., 0. 1 Ml. EAST OF PONTIAC OR. q-10-1({ A.f. A5-8UILT OWN BY: SB&O PROJECT NO. DRAWING NO. 811 i-----I c'I;,-<' o'<---R.O.S. 17271 DAlE IN111AL DAlE INl11AL DAlE INl11AL CHKD BY: _Ee-7!µ-ffeL4c l 0,.J...q-l °I OF c~1-,~ r, RECORD FROM: REVISION DESCRIPTION RVWD BY:~ CT 15-05 484-5£ Ai-RON PARKER j OAT£ ELEVATION: 317. 176 M.S.l. DAl\JM: N.G. V.O. 1929 ENGINEER Of WORK OlllER APPROVAL CITY APPROVAL -20 0 20 40 60 INSPECTOR DATE AS-BUILT