HomeMy WebLinkAbout5832 Northern Lights Dr - Special Inspections/Engineering - 02/25/2014I
Excavation/Footing
Observation
CLIENT Ryland Homes
8200E Maplewood Ave.. Ste. 150
Greenwood Vil(gge, CO 80111
S11 LI 611-1' 1'1���
Recommended Foundation System CTLITHOMPSON PROJECT NO. FCO _ �1 : GG t.4. •- 1 Z 0
DATED 7 Z/ LO 13
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
MINIMUM WIDTH_
2 FOOTINGS WITH MINIMUM DEADLOAD
- PSF.
INCHES
MAXIMUM SOIL PRESSURE OF On 0 PSF.
MINIMUM DEADLOADPRESSUREOF 1c,00 PSF.
PROVIDE A L`"l INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF _...... _.___ PSF.
MINIMUM DEADLOAD PRESSURE OF _ PSF
PROVIDE A _.-_.—INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH _ INCHES
Foundation Plan nn
By
PLAN NO. SiZCI� ....-.... DATE I 2 �J %G /�'.l
��..�
WALL FOOTING WIDTHI6,I�,1LJ_c INCHES) DEPTH _ 4'(INCHES)
COLUMN PAD LI L (INCHES) DEPTH (INCHES)
COLUMN PAD _=)_, ' .,.(INCHES) DEPTH _ I'L(INCHES)
REINFORCEMENT AS PER PLAN:
g YES ❑ NO ❑ NONE REQUIRED
N AT SITE ❑ INSTALLED
Soil Conditions At Footing Level L
UPPER LEVEL
LOWER LEVEL---I'-l.—J_:.�......_CIG.� _I4 H. [>!a�tl Vy�,,,, �....._
CTLITHOMPSON
,n. I
ADDRESS:
Mc C Cl,eei
LOT._-- �BLOCK -17,
FILING NO._ __PROJECT NO.
Foundation Layout
A INDICATES APPROXIMATE DEPTHlWIOTH MEASUREMENT LOCATION
Instructions to Contractor
FOOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED
�CNDITIONS IN EXCAVATION AS ANTICIPATED
❑CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT
GEOTECHNICAL ENGINEER
Ground Water Conditions RECOMMENDED CORRECTIVE PROCEDURE
NONE IN EXCAVATION
'NONE ENCOUNTERED W BORING NO. Ch/ i TO ,„,-„�._ FEET - •-------�..�..
❑ ENCOUNTERED AT _... ... FEET IN BORING NO.
e.�f_
Remarks:ttC
FIELD REPRESEN ATIVE.7*
v.+cry a J rr ►t 4 Ell' Q�cti vu 3 i J8
REVIEWED Y --(J-
DATEOF 0
VAT O/�GI� ••/"�y'(}i.i nV•
Foundation Wall
Reinforcement Observation
CLIENT Ryland Homes
8200 E. Maplewood Ave.; Ste. 150
Greenwood Village. CO 80111
Foundation PI n
BY 5..3LTA.1L�"
PLAN NO. S DATE(
Foundation Plan
❑ SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTIJTHOMPSONr
PROJECT NO. �f"c`�SS� %6Du `10 DATED O �>
WALL ALIGNMENT OFFSET INCHES
Foundation Void
P REQUIRED THICKNESS
❑ NOT REQUIRED
Reinforcing Steel
L)
y
GRADE
BAR SIZE • J
NO. OF
TOP
�
BOTTOM
VERTICAL ` LIB 4Ok,
P,15, LL)Aq
HORIZONTAL
COUNTERFORTLI �Ii-r�,T �%
/
//� 19 D
structions to Contractor
IN GENERAL CONFORMANCE WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
ADDRESS:
/%1 e �LELLAUPS QC-��
59,59 PoeVAf--w L I A, � Ply .
LOT \ BLOCK
FILING NO. PROJECT NO. fa>55K5 , 00 (
Foundation Wall Layout
—�LH—
y+�
UFER Grou/nn�d; +Loc'+ation of UFER Grouu�nd
[� LOCATION t't 4V • h.l,•�• COQIJL� ItiI T•
❑ NOT INSTALLED
COMMENT:
O�PD� LIc��
FIELD REPRESENTATIVE '=� ��•,CnO
„i O
REVIEWED BY .O
1 �o ;MAR 10 2014. �Y
DATE OFOBSERVATION .......•°°',('��
Foundation Wall Drain/ CTL I THOMPSON
Void/Waterproofing Observation "
CLIENT: Ryland Homes ADDRESS: 8200 E. Maplewood Ave.. Ste 150 /l c C l-el (//
o-, e-A C✓ P P4
Greenwood Village, CO 80111
LOT BLOCK____....
Attn• M¢. Annette WendOrff FILING NO._ PROJECT NO.
Foun tign/Plan (�( Foundation Wall Layout
BY _ Sk J CInS L&- Rom' PLAN NO. S aC � EL -a""--
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
W-OOTING W/MINIMUM .❑ OTHER
DEADLOAD r, El 3,. ('4 y
CTLITHOMPSON PROJECT NO ....... _... ........... ...... DATED
Foundation Void �j
9REOUIREDTHICKNESS_.•.•,_;j: ........ ..... ...- .,� INCHES
1W MEASURED THICKNESS —�f ___INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR/' INTERIOR
FIG. A
INSTALLED PIPE DIAMETER I If
_._........._..._._ INCHES
WALL HEIGHT ..�..� � INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH._ t j,..,6 % 7 INCHES
LAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
12 GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
❑ GRAVITY, BELOW SEWER N SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
NRN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
�7,Foundatlon Wall Drain:
:41N GENERAL CONFORMANCE WITH
❑ REJECTED
�K Foundation Waterproofing:
5�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
m
HEIGHT _ FEET
m
= DISTANCE BELOW FOUNDATION WALL FEET
t 7-1 /
RECOMMENDED CORRECTIVE PROCEDURE