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PMT16-04340 ROUGH GRADE CERTIFICATION CITY OF MENIFEE The City of Menifee requires a licensed Professional Engineer to submit a wet sicined and stamped rough grading certification prior to the issuance of a building permit. Project Description: RG Lots 308-311 &319-322:TR Map Lots 192-195&203-206 Tract No. 344064 Project Address: Permit No. QP G9-031 I hereby approve the rough grading for the above referenced project in accordance with my responsibilities under California Building Code Appendix�X and Riverside County Ordinance No. 457. 1 confirm that the site has been graded in accordance with the approved grading plan including location of property comers for proper building location, completion of retaining walls, location and slope ratio for all manufactured slopes, construction of earth berms, installation of all drainage devices shown on the approved grading plans, location and elevation of building pads and positive building pad drainage. The placement of the building pad and the pad elevation as shown below are in conformance with the grading plans as approved by the City of Menifee. The building pad is suitable for building construction as related to the preceding items and conforms to the standards of care for grading practices and tolerances. A field inspection has been performed and the pad has been graded to be in conformance with the plans as follows: Rough Grading Tract Map pl'pp"" As-built Elevation Lot No Lot No. an Elevation 308 1 192 1463.3 1463.3 309 193 1463.6 1463.6 310 i 194 1463.8 1463.8 311 1 195 1464.1 1464.1 319 203 1464.0 1464.0 320 204 1463.8 1463.8 321 205 1463.6 322 206 1463.3 Any deviation of more than plus or minus 0.1 ft must be justified by the Engineer-of-Record. Company: MDS Consulting Address: 17320 Redhill Avenue, Suite 350 Irvine, CA 92614 FESSIO S�I? '� J. Phone: 949-251-8821 Enginee j-D No. 6 z rn ij�- Exp. 12 a Name: Ed Lenth QVI RCE: 52496 Exp Date 12-31-18 LF 0 Signature- 7� G:\s2S\40\�-r-r\rgRE-.rif 34406-4 P1,12 308-311319-322.d.� WO -two D�T� !q L22�z �7 NA H 0 il - Coastal - Geologic , Environmental FOOTING TRENCH OBSERVATION SUMMARY Client Name:'L,-Al Project Name: Location/Tract: L�,, d ::�2 Unit/Phase/Lot(s): JLis Referenced Geotechnical Report(s): Observation Summary Initials A representative of GeoSoils,Inc.observed onsite soil and footing trench conditions. Soil conditions Date in the trench are generally free of loose soil and debris, non-yielding and uniform,and plumb; and are in general conformance with those indicated in the geotechnical report, Initials A representative of GeoSoils, Inc. observed and reviewed footing excavation depth/width. Footing Date excavations generally extend to proper depth and bearing strata, and are in general conformance with recommendations of the geotechnical report. I Initials A representative of GeoSoils, Inc. reviewed footing setbacks from slope face (if applicable). The Date setback was in general accordance with the recommendations of the geotechnical report. Initials Date Notes to Superintendent/Foreman Footing excavations should be cleaned of loose debris and thoroughly moistened just prior to placing concrete. 2. Based on expansion potential of underlying soils,presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time for such, and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement(i.e.,heavy rain, etc.), we should be contacted to perform additional site observations and/or testing. 4. This memo does not confirm the minimum footing dimension as required by the project structural engineer's design, if different from the geotechnical report. Notes to Building Inspector Soil compaction test results,as well as depth of fill, relative compaction, bearing v Ilues,c rrosivity,and soil expansion index test res6its t&contained in the As-Graded Geotechnical or Final Compacti R ort provided at the Completion of gradin K 0 /7, 5SJ__ UV epresentative 66f GeYS-oils, Inc. palmer Way 1446 E.Chestnut Ave. 26590 Madison Ave. Carlsbad,CA 92008 Santa Ana,CA 92701 Murrieta,CA 92562 (760)438-3155 (714)647-0277 (951)6T7-9651 7 16 1 1913, 'Pt-A - -fj C' P L A N N I A S I N G I N F E A 5 1 S U 2 V I Y 0 R 0 L!;-g aA-�F- FIELD VERIFICATION MEMO DATE: JOB NO.: TO: PROJECT: SUBJECT AREA: PLAN TYPE: LAST REVISION DATE: PREPARED BY: F-1 MDS CONSULTING F-1 OTHER: We have checked the above referenced area and find it to be in substantial conformance with the above referenced plan. We have checked the above referenced area and find it to be in substantial conformance with the above referenced plan, with the following exceptions: MDS CONSULTING FIELD REPRESENTATIVE Stunloy C.Morse 17320 R.d'ill A�.... VOICE: 949-251.8821 Gary W.Delcigh Wt.350 FAX; 949�251-0516 J.1.-Skip-Schultz CA'2,14 EMAIL: