PMT16-04343 ? PN-1 16 .-
9 PADoL�i- &sA'i—
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 Map Lots 192-196&203-206 Tract No. 34406-4
Project Address: Permit No. QP 09-031
I 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 rare 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 M Approved As-built Elevation
"a
Lot No. Lot No.=Pian Elevation
308 192 1 1463.3 1463.3
309 193 1463.6 1463.6
310 194 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
1 322 1 206 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
Irvine, CA 92614 -fESS/0
Phone: 949-251-8821
Enginee No. 052496
Name: Ed Lenth '64. Exp. 12-31-18 :-b
OVIL
RCE: 52496 Exp. Date 12-31-18 OF,
- __ 7— - � '�
Signature—�'� �.Date 5-31-17
G:\825\40\mr-r\(gRE-�.rV 34406-4 Ph12 308-311319-322.doc
F I A N N t It S I N G I N i E R 6 U a V E Y 0 1 S
Ci
I...I.d m FIELD VERIFICATION MEMO
DATE: JOB NO.:
TO:
PROJECT:
SUBJECT AREA:
PLAN TYPE: LAST REVISION DATE:
PREPARED BY: MDS CONSULTING
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
Stanley C.Morse 17330 R.dhill A�.... VOICE: 949-231-6821
Gary W.Dekicb WI.350 FAX; 949�11ST-0516
JI.R.-SkIeSchwin CA 92614 EMAIL:
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DATE
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HOURS
Geotechnical - Coastal Geologic Environmental
FOOTING TRENCH OBSERVATION SUMMARY
Client Name: LAI Project Name:
Location/Tract: _LA-,�, d LMI,�Lu :172
Unft/Phase/Lot(s): zc�p
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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 v4lues,corrosivity,and soil expansion
index test resd I ilts^Contained in the As-Graded Geotechnical or Final Compacti� R�ort provided at the completion
of grading
UV 'hep_r`6sentitive of Geo—Soils, Inc.
iPairner Way 1446 E.Chestnut Ave, 26590 Madison Ave.
Carlsbad,CA 92008 Santa Ana,CA 92701 MurKeta,CA 92562
(760)438-3155 (714)647-0277 (951)677-9651