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HomeMy WebLinkAboutCT 04-04; LA COSTA RIDGE NEIGHEBORHOOD 2.5; CERTIFICATION OF ROUGH GRADE LOTS 1-32; 2007-01-18ItHUNSAKER &AS.S•OCRTES - S A N 0.1 E C 0, I NC. PLANNING ENGINEERING . SURVEYING . January 18, 2007 IRVINE LOS ANGELES . RIVERSIDE . SAN DIEGO City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008. Attn: Grading Inspector Subject: Civil Engineer's Certification of Rough Grade Project Title: La Costa Ridge 2.5 Dwg: 420-6A Lots: 1 through32 I hereby approve the roUgh grading Irnaccordance with my responsibilities under the City of Carlsbad Grading and Excavation Code The above referenced pads have been constructed to within 0.10 feet vertically and are. in substantial conformance with the approved grading plan. . ....-. ....... -.r............ No 6854 x OO8*Z P. Daniel P. Smith L. S 6854 Hunsaker &.Associates San Diego, Inc. . .op C DAVE HAMMAR . . . . .. -. . . . . . . -. .. .. . . . LEX WILLIMAN ALISA VIALPANDO . .- . .. . . . ... .. .. . . . .. DAN SMITH . . .. . . . ... . . ... .. .- . . ..... RAY MARTIN . . .. . .- . . .. ... . CHUCK CATER . .. . .... . . . . :- ..:. 10179 Huennekens St. San Diego, CA 92121 (858) 558-4500 PH . . . . . . (858) 558-1414 FX . . . . . TS: -k:0490\2007J28.doc www.HunsakerSD.com . . . . . . w.o. 490-78 -1/1812007 8:30 AM Inlo@HunsakerSD.com City. of Carlsbad Pad CertificatiOn: Lots 1-32 January 18 2007 Page BUILDING - PAD NO. PLANT . ELEVATION AS-GRADED ELEVATION, VARIANCE I 41350 41342 -.08- 2_ 41480 41472 -08 3 416O0 41593 -07 4 416.90 416.96'• '. +06 5 418.20 418, .21 +.01 6. 419:40..,. 419:32 . -.08 7 420.40 :420.32 -.08 8 421.30 "421.34 - +04 9 421.80 421.82 +.02 10 42220 42216 -04 11 423.00. 422.94 -.06 417.20 417.25. +.05 13. 418.30 .. i41830 0.0 147 436.10 ...'43&i:0. 0.0 15 441.30 44131 +.01 16 449.90 44.;86 -.04 17 - 448:80 . 44876 -.04 18 453:70 453.64 -.06 19; 467:60-. 467;63 20 473 80 - 47383 +03 21 -480.20.- -48016... .- . - -.04.. 22 487.'50 487 55 +.05 23 491,.M ',491.20 0 0 24': 492.50 492-55 +05 25 45000 45000 00 26 439:10 -434.15 +.05-, 27 434 10""' 43413 +.03 28 429.90 429:86 -.04 29 426.30 42625,- - -.05-.. 30- 422 60 , -422 54 -.06 31 41910/ 41906 -04 32+-'41660 41660 00 TS (s k:\04902007\k28.doc w.o. 490-78 1/18/07 8:30 AM