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ROUGH GRADE CERTIFICATION
CITY OF MENIFEE
The City of Menifee requires a licensed Professional Engineer to submit a wet signed and stamped
rough grading certification prior to the issuance of a building permit.
Project Description: RG Lots 308-311 &319-322�TR Ma,p Lots 192-195&203-206 ract No. 344064
Project Address: Permit No.- QP 09-031
1 hereby approve the rough grading for the above referenced project in accordance with my
responsibilities under California Building Code Appendix "J" 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 corners 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 GLra.ding Tract Map Approved As-built Elevation
Lot Lot No. Plan Elevation
308 192 1463.3 1463.3
309 193 1463.6 1463.6
310----7-194 1463.8 1463.8
311 195 1464.1 1464.1
319 203 1464.0 1464.0
320 204 1463.8 1463.8
321 205 1463.6 1463.6
322 206 1 1463.3 1 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
FESS/ow
Irvine, CA 92614
Phone: 949-251-8821
Enginee No. 496 7-
rr?
Exp. 12-31-18 rn
Name: Ed Lenth CIVIL
RCE: 52496 Exp Date 12-31-18
Signature::��::��Date 5-31-17
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PLANNERS ENGINEERS I S U A V E y 0 R $
011ie.,Lecaled in FIELD VERIFICATION MEMO
I.Grii.l.
DATE: JOB NO.:
TO:
PROJECT:
SUBJECT AREA:
PLAN TYPE: LAST REVISION DATE:
PREPARED BY: F� 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
stortley C.Morse 17320 R.dhill A,.... VOICE: 949-251 8821
Gory W.Dakich 501.350 FAX: 949-251-OS16
I.R.-Skip'Schultz Irvine.CA 92614 EMAIU redu-rn.Qrnd�...1.16.9-W
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FOOTING TRENCH OBSERVATION SUMMARY
Client Name: L41 &ie,�,mct Project Name:
Location/Tract: L�,, d ::�2
Unft/Phase/Lot(s): 1Lts
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
J# are in general conformance with those indicated in he 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 footng setbacks from slope face (if applicable). The
Date setback was in general accordance with the recommendations of the geotechnical report.
Initials
Date
Notes to SuperintendenVForeman
Footing excavations should be cleaned of loose debris and thoroughly moistened just priorto placing concrete.
2. Based on expansion potential of underlying soils,presoaking of soil belowslabs 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 subsequeritto 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 iues, rrosivity,and soil expansion
index test res Its contained in the As-Graded Geotechnical or Final Compacti R ort provided at the completion
of grading
V
epresentit ve of G Inc.
I 7N]merWay 1446 E.Chestnut Ave. 26590 Madison Ave.
Carlsbad.CA 92008 Santa Ana,CA 92701 Murheta,CA 92562
(760)438-3155 (714)647-0277 (951)677-9651