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HomeMy WebLinkAbout3102 Chase Dr - Special Inspections/Engineering - 10/15/2012Excavation Observation CLIENT: ADDRESS: Habitat for Humanity 'C{ 611V&AA 4001 S. Taft Hill Road _ 1 L f4 or ,f, k�, i Fort Collins, CO 80626 LOT /Vl-(� BLOCK Attn: Mr. John Sailer FILING NO, PROJECT NO. Soils Exposed in Excavation Ground Water Conditions NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO._-...__TO______FEET •ENCOUNTERED AT—LfZ_ FEET IN BORING NO.�L--L�{ DRILLED DU ING CTLI+THOMPSON PROJECT NO. CG % O DATED G/' fi i'1 '3 Ci i ZOO REMARKS: 5oi1S n. r Tt5 re l>B Soils at Foundation Le el UPPER L VEL S'C Al �^ dol_ev 2 i 51. VUwh� Excavation Layout L I - I I i I -- — Instructions to Contractor LOWER LEVEL AAA ;CONDITIONS ASANTICIPATED ❑ CONTACT GEOTECHNICAL ENGINEER Recommended Foundation System ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF y 13 FOOTINGS WITH MINIMUMDEAD•LOAD n O OO MAXIMUM SOIL PRESSURE OF �l PSF. MINIMUM DEAD -LOAD PRESSURE OF —_�_O n PSF. ❑ GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUM SOIL PRESSURE OF _-_ _ PSF. MINIMUM DEAD -LOAD PRESSURE OF PSF. PROVIDEA --___INCH VOID BENEATH GRADE BEAMS ❑ DRILLED FRICTION PIERS MAXIMUM END PRESSURE OF SKIN FRICTION OF PSF. MINIMUM DEAD -LOAD PRESSURE OF 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 Excavation/Footing Observation CLIENT. Habitat for Humanity 4001 S. Taft i oa Collins,Port uubzfj Attn. Mr. o n Saller Recommended Foundation r System CTLITHOMPSON PROJECT NO. J_W3W'71- 110 DATED SCd. Z � 1 Q[Z(s. ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF ��,,�MINIMUM WIDTH LiJ'FOOTINGS WITH MINIMUM DEADLOAD PSF. INCHES : MAXIMUM SOIL PRESSURE OF 3,000 PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A INCH VOID'BENEATH GRADE BEAMS MINIMUM WIDTH 12 C /JadS I CO SL I &CHES ❑ GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF MINIMUM DEADLOAD PRESSURE OF PROVIDE A MINIMUM WIDTH Foundation Plan PSF. PSF. INCH VOID BENEATH GRADE BEAMS INCHES BY . CTL- PLAN NO.. ,EQ/ 16 96_(91-7, DATE ' WALL FOOTING WIDTH y� (INCHES) DEPTH_ (INCHES) COLUMN PAD QVX a a (INCHES) DEPTH $ (INCHES) COLUMN PAD (INCHES) DEPTH (INCHES) REINFORCEMENT AS PER PLAN: ❑ YES ❑ NO ❑ NONE REQUIRED !�T SITE ❑ INSTALLED Soil Conditions At Fnotina Level / UPPER U;V91, S 6- LOWER LEVEL Groynd Water Conditions ONE IN EXCAVATION ❑ N ENCOUNTERED IN BORING NO. TO FEET ENCOUNTERED AT —L� FEET IN BORING NO. Remarks: ADDRESS: tom. 1 LOT BLOCK O FILING NO. PROJECT NO. Foundation Layout LL L I I I I I I 'I � I _ tlh rl i I I I I f7 I T I EE i1 I I -I- A l ;i-+- I- I 1 L LL1i�J_ �J ace` Cl,�,se_ fir. INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION instructions to Contractor ©, OTING IN GENERAL CONFORMANCE WITH PLAN ❑ FOSINNG REJECTED r`L1', COONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE Foundation Wall Reinforcement Observation CLIENT Habitat for, Humanity Attillp Mg. Min t6lier Foundation Plan By Sum [. Q PLAN NO. DATE Foundation Plan ❑�-, SPREAD FOOTINGS Ly'rOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTUTHOMPSON W..,, PROJECT NO. / fif( n - I;ZO DATED Sfpf WALL ALIGNMENT OFFSET O INCHES Foundation Void [REQUIRED THICKNESS ❑ NOT REQUIRED Reinforcing //Steel GRADE b 8 BAR SIZE NO. OF BARS TOP 2 * 5'r BOTTOM . !%s VERTICAL 1I N 14- HORIZONTAL sY /A COUNTERFORT Instrotions to Contractor R 13ENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE ADDRESS: jj i /0;2 e�L a sx LOT M (b BLOCK FILING NO. PROJECT NO. )E(n 2 f S- Foundation Wall Layout I I !! 1 1 -_i YI i -I � -+-- it �_ r--I--- -�- I ! _II-�- y I I �J I T T7- I 7 1 11 - li Ijl 17 1 1! I Nd y UFER Ground+ Location of(�TJFER Ground 1� LOCATION c5' C✓� ❑ NOT INSTALLED CfQ..,JI S00.L �i COMMENT: