HomeMy WebLinkAbout3020 Sykes Dr - Special Inspections/Engineering - 02/20/2018Foundation Wall Drain/ CTLITHOMPSON
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V.l :wl :#� ��i �% oo' t�+ 1 [ ��I Observation fe` R' n� at. AEWE-ELM
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GLIENT Hartford Homes, Inc
ADDRESS
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3 00
LOT _ t'3 BLOCK_-7-q
( !LING NO PROJECT NO FGO'% 7 $5 , 41Q0
Foundation Plan ppe�r Foundation Walt Layout
BY __C'TTy TH�%MC r�
__ PLAN NO GO-L-i,�.01. y IT
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Foundation Type
i-ISPRCAD FOOI INGS 0 GRADE BEAMS AND PADS i J t I Rf j I I
U UHILLED FRIG LION PIERS DRILLED PIERS INTO BEDROCK
IOOTINGIN/MINIMUM]OTHER _ ' i i i i I -,), fit-} r C
DEnDLonD G'^ i i i
CTLI (HOMPbON PROJFCT NO 1 �!�j W �A7 D^ ZZ� (� i , ( i I 1 .[���i[[[....
Foundation Void
RFOUIREDTHICKNESS _ f INCHES
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KI MEASURED THICKNESS L INCHES
Foundation Wall Condition
Lj SURI ACC PROBLEMS (HONEYCOMBING EXPOSED STEEL ETC) i- 1 1 I I I
(SHOW I OGATION ON SKETCH) !I -(�I - ° L
Recommended Drain Type
9 EXTERIOR []INTERIOR
X SLAB ON GRADE ❑ 9TRUCTURALFLOOR
I IC JA WALL HEIGHT 12-0 _—INCHES
1 O! OF WAI L PO BOTT OM OFTRENCH I ! I " ) 4 Z _ —INCHES
PIPE INSTALLED DIAMETER (INCHES)_____
GRAVEL INSTALLED GRAVEL SIZE
WINDOW WELL DRAIN INSTALLED
U WINDOW WELLS CONNECTED TO DRAIN
Type of Outlet
c RAW I Y BEI OW SEWER X1 SUMP PIT
aa
j UNDERDRAIN SERVICE CONNEC PION VISIBLE (AT STREET STUB)
( UNDERDRAIN SFAVICE LINE G ONNECTFD TO FOUNDATION DRAIN
r I Foundation Void
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
L] REJECTID
xI Foundation Wall Drain
IN GFNFRAL CONE ORMANC,E WITH RECOMMENDATIONS
LlREJECTED
I_I Foundation Waterproofing
I IN GENERAL CONFORMANCE WI rH RECOMMENDATIONS
P J REJECTED
XIIN I
Mw
j SY�CEs D��vE
® INDICATES LOCATION OF WINDOW WELL
REMARKS
REVIEWED BY
tg Feb 20 2018 3 23 PM
DATE OF OBSERVATION w
I
CLILNI Hartford Homes, Inc
Recommended Foundation System
GI LITHOMPSON PROJECT NO F�o69 53-1?4 �2_
UAFLD—�T
{� SPHEAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
Y PSF
MINIMUM WIDTH _
INCHES
FOOTINGS W11 H MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF __LOoo
PSF
MINIMUM DEADLO& PRESSURE OF 600 ______
PSF
PROVIDE A `�_ _ INCH VOID BENEATH
GRADE BEAMS
r
MINIMUM WIDTH t6 (,/aAOT zd")
-_ INCHES
GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF
PSF
MINIMUM DEADLOAD PRESSURE OF
PSF
PROVIDL A ____ _-_ - - INCH VOID BENEATH
GRADE BEAMS
MINIMUM WIDTH _ _
INCHES
Foundation PJ@
LY
PLAN NO �rC� 7 7s S {71� DATE It_�_
WALL FOOTING WIDTH C �_ (INCHES) DEPTH
(INCHES)
_2'
COLUMN PAD Z�1 g
_
_ _ (INCHES) DEPTH -
— (INCHES)
9 COLUMN PAD ZCJ; _ _ -(INCHES) DEPTH
- (INCHES)
HFINI' ORGEMENT AS PER PLAN
(� Yrs ❑ NO n NONE REOUIRFD
{ AT SITE rM INSTALLED
Soli Conditions At Footing Level
UFPLR LEVEL
1 OWFR LEVEL
Ground Water Conditions
0 NONE IN EXCAVATION
{ J NONE ENCOUNTERED IN/BORING NO TO _ FEE1
FNC OUNTERED AT FEET IN BORING NO«ZY
Remarks
ADDRESS
_773
LOT __ ` 2 - - BLOCK_ 2�'L_
FILING NO --PROJECT NO fe0 Z73 S lii�i _
Foundation Layout
i 11—ntr� �
IL
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F
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t I ,
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A INDICATES APPROXIMATE DEPTHANID I`H MEASUREMENT LOCATION
Instructions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
FOOTING REJECTED
CONDITIONS IN EXGAVAI ION AS AN1lCIPAPED
CONDITIONS IN EXCAVATION NOT AS ANTICIPATED CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE _
FIEI D RFPRESENTATIVE
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— - spencer -Schram
REVIEWED BY
Feb 19 2018 10 24 AM
Yr
-- - - _ DATE OF OBSERVA PION
CLIENT Hartford Homes, Inc ADDRESS gdo M A Lf,
•BLOCk
FILING NO • •., f4)0-
Soils Exposed in Excavation Excavation Layout
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■■■all■■m■ ■■■■■■■■■■i■11�.■.■■■
Ground Water Conditions■moil imam■ ■..■■■■C■■■Ili/■ammo■
E NONE IN EXCAVATIONman
■o■ I!■.■a■■■■■■■■l411■■■�i■■■■■�
0 NONE ENCOUNTERED IN BORING NO -TO—FEET
ENCOUNTERED AT —If— FEET IN BORING NO
DRILLED. •-. PROJECT, / ..■■,�■■■...■.Ira■m■■■!I1■■■■■■■■
■no
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REMARKS
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Soils at Foundation level
UPPER LEVEL _
LOWER LEVEL 7Y A i 411FA0
v I, r Abi
?
Recommended Foundation System
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
FOOTINGS WITH MINIMUMDEAD LOAD
O
MAXIMUM SOIL PRESSURE OF - "?fZq
PSF
MINIMUM DEAD -LOAD PRESSURE OF(j_PSE
❑ GRADE BEAMS AND PADS DESIGNED FOR
MAXIMUM SOIL PRESSURE OF
PSF
MINIMUM DEAD -LOAD PRESSURE OF
PSF
I
PROVIDE A INCH VOID BENEATH GRADE BEAMS
L] DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF
PSF
SKIN FRICTION OF
PSF
MINIMUM DEAD LOAD PRESSURE OF
PSF
PROVIDE A INCH VOID BENEATH GRADE BEAMS
❑ DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE OF
PSF
SKIN FRICTION OF
PSF
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PROVIDE A INCH VOID BENEATH GRADE BEAMS
Sy%GC. f Ap
Instructions to Contractor
JVCONDMONS AS ANTICIPATED
CONTACT GEOTECHNICAL ENGINEER
FIELD REPRESENTATIVE
REVIEWED BY
/ J / q _14
DATE OF OBSERVATION
S car-Schram
Feb 19 2018 10 24 AM
F
�i C '�, �.; ! ��� , 'I Wall
Neinforcement Inspection
LLIFNI Hartford Homes, Inc
Foundation
�Plan
Hy 0'f C , 1
PLAN NO F_ Ci7_ O_�7DATE
Foundation Plan
SPREAD 1 OOTINGS
FOOI ING5 WITH MINIMUM DEADLOAD
GRADF BFAMS AND PADS
u DRILLED FRICTION PIERS
DRILLED PIERS INTO BFDROCK
OTHER
Grl_tTHOMPSONJOB NOF4Oq 000-Z0 DATED '!j- ZL�ZD_i'7
WALL ALIGNMENT OFFSET ' 7- INCHES
Foundation Vold
AEQUIRED I HICKNESS _ - INCHES
(� NOT REQUIRFD
Reinforcing Steel
L'RADL rr
_ __- i0 BAR SIZE
NO Or BARS �,
TOP _�y— — Jt L4_,,_ �� -rLW L O(A_5 — --
BOITOM -.n At��CO1�'i�l IJ t/tOft S _
VFRrICAI
HORIZONTAL 3� " Q �_G�_ GO a�1('t t�11,C� 4( $
Instructions to Contractor
IN GLNERAI CONFORMANCE WITH PLAN
n RLJECIED
REGOMMLNDED CORRECTIVF PROCEDURE
ADDRESS
Mo5A1,� --
020 5 YK£s
LOT I -i _ __ Bl OCK -2 q
FILING NO JOB NO ..E.!� 0 7 J% ! . �b�,%'
Foundation Wall Layout
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YVEF'5 'PRIve
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UFER Ground $ Location of LIFER Ground
LOCATION 1? S. ��j��(FNi 1FodkQA97W UJALL-
NOT INSTALLED
❑ NOT REQUIRED
COMMENT WIN
DVJS ;?-LnEACN S�E
co(A�Rv--oQTS I -it 4 ® l2" o, e.
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1-IELD REPRESENTATIVE
a�
REVIFWED BY
DA1L Or OBSERVATION
Feb 20 2018 3 23 PM
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