My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU-1830
PublicWorks
>
VAULT MAPS
>
Subdivision - SU (GIS FILES)
>
SU-1758-1903
>
SU-1830
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/14/2024 11:42:21 AM
Creation date
10/14/2024 11:42:19 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
WOOD81t,DIG <br />I <br />'"�- pBSTRuct <br />O4 <br />S I R E E r <br />GRADING NOTES: - <br />1. A grading permit shall be secured by the Contractor from the San Joaquin <br />County Building Inspection Division. Pow E/e✓lfisn7 <br />2. The cost of the grading permit shall be reimbursed by the Owner as an extra. 41.Z <br />3. All lots having a fill of 8 inches or greater shall be compacted to 90% R.C. <br />4. The Contractor shall coordinate his work with the Soils Engineer to insure <br />adequate compaction tests are taken. The Soils Engineer is J. N. Kleinfelder UiL O /N6 P�IO <br />and Associates. a <br />5. Site Preparation: At the start of the grading operation, the site should be �� c <br />cleared of grass and debris. In areas of heavy grass or weed growth, the <br />upper 2 to 4 inches of soil containing vegetation and root growth should be <br />stripped from the areas to be graded. The depth of stripping and root <br />removal should be approved by the Soils Engineer. All organic and deleterious <br />materials must be removed from areas which will receive building foundations, <br />engineered fills, slabs, pavement, or from other areas deemed important by <br />the Soils Engineer. Resulting excavations or soft areas should be backfilled <br />A. as specified for engineered fill. In fill areas beneath the buildings to a <br />distance of at least 5 feet beyond the perimeter foundation lines and 2 feet <br />i beyond exterior concrete slabs and paved areas, the ground surface exposed by \ <br />,c - 51,O,) stripping and excavating should be scarified to a depth of 6 to 8 inches, 4/.O <br />po moisture conditioned as required for compaction, and compacted as specified + <br />for engineered fill. <br />6. All fill is deemed Engineered Fill. All imported fill shall be approved by MA X G o 7 si o,p6 2--1 <br />J. H. Kleinfelder and Associates,the Owners'Soils Engineer. The site shall <br />not be filled until Soils Engineer verifies that the site has been properly <br />D prepared. b <br />(� 7. Contractor shall submit compaction,tests for all lots exceeding 6 inches <br />of fill to San Joaquin County Building Inspection Department. <br />B. All lot drainage shall be contained on the lot and drained to street. )OZ W /V <br />� 0 <br />Z NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVEO BY <br />,Is <br />S U�041TTE� <br />R.C.E. /9638 DATE B-za-07 SAN JOAQUIN COUNTY OPRECTOR OF PUBLIC WORKS <br />M <br />Aad 1#11?fe <br />Line <br />C] <br />LEGEND <br />- Finished Back of Walk Elevation <br />- Finished Back of Lot Elevation <br />R- Pad Elevation <br />F <br />—///-- - Existing Ground eA?AAar <br />f�3 £xi9tinq 6rnan./�/evotio�s <br />BAUMBACH &. PIAZZA <br />CIVIL ENGINEERS <br />SURVEYORS <br />323 W. ELM ST. 1-001, CALIR. <br />85240 �N: SO!-ass-ss'1• <br />Raise Levee os necessary <br />to 61evatton g4•00 <br />1(4 <br />MOKE03*4E <br />GIZA DIAI G UANTrTy <br />Es><ima7<ev� im�vor� /D, 600 if <br />ii�codwc✓ EXc -7G 40 Cy <br />C Y, <br />GRADING PLAN WOODBRIDGE <br />UNIT NO <br />SUBDWISION <br />STREET <br />GREENS <br />2 <br />IMPROVEMENTS <br />SHEET ® OF <br />Jos No. 8394 -? <br />FILE /�_ 7 A / <br />No. l7 / U <br />
The URL can be used to link to this page
Your browser does not support the video tag.