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Home My WebLink AboutCT 01-08; NORTH POINTE WEST; PAD CERTIFICATION; 2002-06-042 FROM : KS ENGINEERING PHONE NO. : 619 296 5564 Jun. 04 2002 01:26PM P2 K&S ENGINEERING - Plorrrg SurveYifl 6/4/02 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1200 Carlsbad 'Village Drive Carlsbad, CA 92008 Re: Northpointe West Pad Certification- Building 1 Dear Mr. McMahon: We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 266.90. The final structural building section has been determined to be 9". Therefore, the pad should be 266,15. The pad elevation shown on the plan, 266.48, was obtained during the design process and should be within 0.1' of 266.15. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. Sincerely, Robert C. Imsande, RCE 25609 Cc: Brace Smits, Lusardi Construction Co. Z:\Z\waid\PRQJçOO. I I-ccdfBIdI.DOC 7801 Mission Center Court, Suite 100 • San Diego, California 92108 . (619) 296-5565 • Fax (619)296-5564 LOT 1305 le 26606 1304 266.13 1303 054 266,13 1302 (cjf 2662 )ib 2 1294—e66,23 PROPOSED LOT LINE FF= 266.90 PAD-266.4ft PAD=266.15 7 266,20. WFROM K&S ENGINEERING* PHONE NO. : 619 296 5564 Jun. 03 202 05:13PM PB ____ K&S ENGINEERING - FAN EIvEDV4iPIannir Engneerr Surveying 'j June 3, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1200 Carlsbad Village Drive Carlsbad, CA .92008 Re: Nortbpointe West Pad Certification- Building 8 Dear Mr. McMahon: We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 273.90. The final structural building section has been determined to be 9". Therefore, the pad should be 273.15. The pad elevation shown on the plan, 273.15, was obtained during the design process and should be within 0.1' of 273.15. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation confc)rxns with the approved grading plan. Sincerely, fl6/74r4 "Robert C. Inn-an e, RCE 25609 Cc: Bruce Smits, Lusardi Construction Co. I flpf-WdOOC 7801 Mission Center Court, Suite 100 • San Diego, California 92108 • (619) 296-5565 • FaX (619) 296-5564 FROM : K&S ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 2002 0513PM PS MT 77... 273e4 QR4~4 BLDG FF=273.90 PAD273.48 2 PAD=273.15 7 ___ 6 ___ __LOTS FF273.91e7e .J PAD273.15 I ( I1u FROM : K&S ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 2002 05: 11PM P4 K&S ENGINEERING Planning Engineering SurveyIrg June 3, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1200 Carlsbad Village Drive Carlsbad, CA 92008 Re: Northpointe West Pad Certification- BUilding Dear Mr. McMahon: We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 271.40. The final structural building section has been determined to be 9". Therefore, the pad should be 27065. The pad elevation shown on the plan, 270,65, was obtained during the design process and should be within 0i' of 270.65. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. Sincerely, Irp, "~ Or 5 0 As Cc: Bruce Smits, Lusardi Construction Co. Z:D,,-Zw'nIPROJEC1\00-I I I\pd-ccb1Bdg6.DOC 7801 Mission Center Court, Suite 100 • San Diego, California 92108 . (619) 296-5565 • Fax (619) 296-5564 FROM : KS ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 2002 05: 11PM P5 p FROM : KS ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 202 5:12PM PG K&S ENGINEERING Planning Engineering Surveying June 3, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1200 Carlsbad Village Drive Carlsbad, CA 92008 Re: Northpointe West Pad Certification- BuildIng 7 Dear Mr. McMahon: We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 273.90. The final structural building section has been determined to be 9". Therefore, the pad should be 273.15. The pad elevation shown on the plan, 273.15, was obtained during the design process and should be within 0.1' of 273.15. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. Sincerely,, ~ ~ a.; V. ~—~ - Cc: Bruce Smits, Lusardi Construction Co. ZntiZ\*o1d¼PR0JECY\00-I I I\pd-cernI.fIdg7.DOC 7801 Mission Center Court, Suite 100 • Son Diego, California 92108 . (619) 296-5565 . Fax (619) 296-5564 .1 FROM : K&S ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 2002 05:12PM P7 I, /N 273,24 273,14 FF=273.90 273.18 PAD= 2-73.4& PAD=273.15 r9a 7 7 273.08 1?63 273.06 LOTB FF273.9' PAD=273.4 24 PAD=27315 )8(1276 BLDG 'FROM : KS.S ENGINEERING PHONE NO. : 619 296 5564 Jun. 03 202 5:1pM P2 1f K&$ ENGINEERING Planning Engineering Sc'evng June 3, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1200 Carlsbad Village Drive Carlsbad, CA 92008 Re: Northpomte West Pad Certification- BUil4i1$i Dear Mr. McMahon: We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 271.40. The final structural building section has been determined to be 9". Therefore, the pad should be 270.65. The pad elevation shown on the plan, 270.65, was obtained during the design process and should be within 0.1' of 270.65. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. Sincerely, Cc: Bruce Smits, Lusardi Construction Co. Z:DnInZ\wordpROJ IcemfJdg.DOc 7801 Mission Center Court, Suite 100 • San Diego, California 92108 • (619) 296-5565 'Fax (619)296-5564 BLDG 6 4313 70.61 70.69 FF= 271.40 PAD-270.gs- PAD=270.65 27067 19 L016 OF FF=24o 773 PAD-27O.9& -, Bm5 PAD=270.65 . ,• 1i /0,74 £d NdTT: £ (1r 09S 96Z 6T9 : 0N 3NOHd 7 7 FA FROT : K&S ENGINEERING PHONE NO. : 619 296 5564 May. 30 202 02:54PM P2 I ;3'A K&S ENGINEERING .0 Pleinnirig E ncci rg May 30, 2002 Mr. Joe McMahon City of Carlsbad Engineering inspections Department 1200 Carlsbad Village Drive Carlsbad, CA 92008 Re: Northpointe West Pad Certification- Building 4 Dear Mr. McMahon: We have reviewed the pad grades for the above site. The f i n i s h e d f l o o r a s s h o w n o n t h e p l a n i s 268.60. The final structural building section has been determ i n e d t o b e 9 " . T h e r e f o r e , t h e p a d should be 267.85. The pad elevation shown on the plan, 268.18, was obtain e d d u r i n g t h e d e s i g n process and should be within 0.1' of 267.85. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore ac c e p t a b l e . We hereby certify that the pad elevation conforms with the ap p r o v e d g r a d i r * g p l a n . Sincerely, - .— A IIL.Ld ,01 ITI~ Cc: Bruce Smits, Lusardi Construction Co. Z\WotPKQjCjoøt, -0eflff4g4MQC 7801 MIssion Center Court, Suite 100 e San DIego. CalifornIa 92108 (619) 296-5565 • Fax (619) 296-5564 FROM K&S,ENI3INEERING PHONE NO. 619 296 5564 May. 30 2002 02:54PM P3. PAD268.l 8 )8(766 A(767 LOT 3 67.89 e67.6 (799 e6 7 FF=268.60 PAD 1 8, :pfr/ ..: .''." . '- -. '4 K&S ENGINEERING Planning Engineering Surveying May 28, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 12.00 Carlsbad Village Drive Carlsbad, CA 92008 Re: Northpointe West Pad Certification- Building 2 Dear Mr. McMahon: c We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 266.90. Thefinal structural building section has been determined to be 9". Therefore, the pad should be 266.15. The pad elevation shown on the plan, 266.48, was obtained during the design process and should be within 0.1' of 266.15. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. Sincerely, Robert C. Imsande, RCE 25609 N25$Q9 E 124I.O Cc: Bruce Smits, Lusardi Construction Co. Z Data L\ orthPROJCT\OO I I I \pad-cenif-Bldgl DOC 7801 Mission Center Court, Suite 100 • San Diego, California 92108 • (619) 296-5565 • Fax (619) 296-5564 q, K&S ENGINEERING Planning Engineering Surveying May 28, 2002 Mr. Joe McMahon City of Carlsbad Engineering Inspections Department 1 200 Carlsbad V111ae Dn Carlsbad, CA 92008 Re: Northpointe West . •, Pad Certification- Building 3 Dear Mr. McMahon- We have reviewed the pad grades for the above site. The finished floor as shown on the plan is 268.60. The final structural building section has been determined to be 9". Therefore, the pad should be 267.85. The pad elevation shown on the plan, 268.18, was obtained during the design process and should be within 0.1' of 267.85. Pursuant to field data, as shown by the attached drawing, the pad is within this tolerance and is therefore acceptable. We hereby certify that the pad elevation conforms with the approved grading plan. ' Sincerely, FE Robert C Imsande, RCL 25609 ND. 26M -4 t Cc: Bruce Smits, Lusardi Construction Co. Z:Da1a-Z\word\PROJEC1100-I I I\pad.certif-81dg2.DOC 7801 Mission Center Court, Suite 100 • San Diego, California 92108. (619) 296-5565 . Fax (619) 296-5564