HomeMy WebLinkAboutR-392707N
I
0
I
W
SW l 4 SECTION 9 TOWNSHIP 23 N RANGE 5 E W. M.
THEPIN-
GEO
ES TECH RECOMMENDA TIONS.•
THE FOLLOWING PERTAINS TO THE GENERAL SITE ONLY.
I _
EARTH SOL U TIONS NW LLC STATES THAT BASED ON THE RESULTS OF THE STUDY PERFORMED,
SPREAD FOOTING FOUNDATIONS BEARING UPON COMPETENT NATIVE SOIL, RECOMPACTED
- NATIVE SOIL, OR NEW STRUCTURAL FILL. IN GENERAL, .COMPETENT NA TIDESOIL SUITABLE FOR
z
SUPPORT OF FOUNDATIONS WILL LIKELY BE ENCOUNTERED WITHIN THE UPPER ONE TO THREE AND
ONE—HALF FEET OF EXISTING WHERE LOOSE OR UNSUITABLE SOIL CONDITIONS ARE EXPOSED AT
FOUNDATION SUBGRADE ELEVATIONS, COMPACTION OF SOILS TO THE SPECIFICATIONS OF In
STRUCTURAL FILL, OR OVEREXCAVATION AND REPLACEMENT WITH A SUITABLE STRUCTURAL FILL
I; MATERIAL, WILL BE NECESSARY
BLO
., .,. _ 114—SITU SOILS
SEE SHEET C8 FOR
�s THE MOISTURE SENSITIVITY OF THE ON—SITE SOILS /S CHARACTERIZED AS MODERATE TO HIGH. CO
Sl EW 2K TRANSITION DETAILS
D :?,,,.
Q) - SUCCESSFUL USE OF NATIVE SOILS AS STRUCTURAL FILL WILL LARGELY BE DICTATED BY IN—S/TU
L:_ :..;, .'E .,
MOISTURE CONTENTS AT THE TIME OF PLACEMENT AND COMPACTION.
�
i
r SHARED DRIVEWAY
AT IS IGHTLY ABOVE THE OPTIMUM MOISTURE CONTENT AT THE
,,.� _,,. , ,. ; ----- ✓-- IN GENERAL, SOIL THA AT (OR SL )
r':...
cn
��, TIME OF PLACEMENT AND COMPACTION MAY BEUSEDAS STRUCTURAL FILL CONVERSELY, SOIL.
,
_ THAT IS FOUND TO BE DRY AT THE TIME OF INSTALLATION WILL LIKELY REQUIRE MOISTURE
„1,� ,...,. i
,: .. , : ,, H T PRIOR TO SOIL
,LLJ
�L � �_,,�� � .��,�,o, ., .,, -r � , ,� . "�^---�-- , . ° .�,�_, � --. _ .. � CONDITIONING (TYPICALLY ACHIEVED THROUGH THE APPLICATION OF WATER)
.r ...
T - :, X Y OVER THE
M. w , _„ _. COMPACTION. SOIL ENCOUNTERED DURING SITE E CAVATIONS THAT IS EXCESSIVEL
I._ OPTIMUM MOISTURE CONTENT WILL LIKEWISE REQUIRE MOISTURE CONDITIONING TYPICALLY
ACHIEVED THROUGH SOIL AERATION) PRIOR TO PLACEMENT AND COMPACTION. IT SHOULD BE
EMPHASIZED NAVE MATERIAL SHOULD NEVER BE PLACED AND COMPACTED DRY OF THE OPTIMUM
(' F
tA
TI
W f5I MOISTURE CONTENT, ESPECIALLY IN SITE UTILITY TRENCH APPLICATIONS IF THE ON—SITE SOILS
,VEE RshJT ON
SIDEWALK • w t, 4 !;; ANNOT BE SUCCESSFULLY COMPACTED, THE USE OF AN IMPORTED SOIL MAY BE NECESSARY.
8
,,: - s <•. ; IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL .SHOULD CONSIST OFA WELL—GRADED
PLANTER
G
I 1,1 cc z09 �C;GRANULAR SOIL WITH A MOISTURE CONTENT THAT IS AT OR SLIGHTLY ABOVE THE OPTIMUM LEVEL.
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
AS -BUILT BY: DATE:
U)
NO AS—BUIL T INFORMA 77ON ON THIS SHEET. BY: DATE: W
— "I CER77FY 714AT 714E INFORMATION SHOWN HEREON WHICH WAS Z
DRS PROJECT NO. 16007