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Home My WebLink About317 Albion Way - Special Inspections/Engineering - 11/09/2010Excavation Observation CLIENT: 4001. S. Taft HURosd._ Fort Collins. CO 80526 _i m-M Ji :.. . FTM Soils Exposed in Excavation Z s mtkiamwimstir► Ground Water Conditions *NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO,_ 4 TO.r FEET ENCOUNTERED AT_ -( FEET IN BORING NO.. TH - 3 _ DRILLED DURING CTUTHOMPSON PROJECT NO. Fw372A-1ZD DATED 14 - 5 `O ro REMARKS: . If fIla tit ai f:J Y.C.rra� Solis at Founda�t'i7o�jn1�1 Lev 1' rr__-_-� UPPER LEVEL I-Z P'11`1 Sa1Io6 .f aly1 c�Y�Y11 LOWER C Recommended Foundation System ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF - - PSF.. i♦ FOOTINGS WITH MINIMUMDEAD-LOAD MAXIMUM SOIL PRESSURE OF ► S� c PSF. MINIMUM DEAD -LOAD PRESSURE OF U . - PSF. ❑ GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUM SOIL PRESSURE OF PSF. MINIMUM DEAD -LOAD PRESSURE OF PSF. PROVIDE A - INCH VOID BENEATH GRADE BEAMS ❑ 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 F1�0814 ADDRESS:;. ; ! / L , l - - - - LOT BLOCK: - FILING NO. PROJECT NO. RU_-. OQ d Excavation Layout ■..■■■■■■■■■■■■■■.■■■■■■■■■■® ■■■■■■■■■■■■■■■■■■■■no■■■■n■■ ■■■■■■■■■■■o■�■■■■■lei■■■■■■■■■■■■■ ■ONES■ ■■■■N1;A■■■■■■■■■■■■■ MEN ■aii■�■i■n■i ®Miiioiea■g n■ ■■■■■�■R■■■■■■■■■ ■■■■■■■■■1■ NOON■ /�/■■■■■■■■■■■■■■■■■■■■ ■■■■■RA I!■■■■■■■■■ ■■■■■■■■■■■ ONEM I PZA ■■■■■■■■■■C/■8■■■■■■- LT7■\7■■■■ Instructions to Contractor ® CONDITIONS AS ANTICIPATED El CONTACT GEOTECHNICAL ENGINEER 14 Excavation/Footing Observation i CLIENT: ADDRESS: Habitat for Humanity �.e. b ° . �,� 400 a i Roaduma Oil be Fort Coiling, 80526 LOT SBLOCK_ _ _ FIUNG NO. PROJECT NO.. �O 3 % Z O t Attn: Mr. Bob Han — Recommended Foundation System `` Foun� CTLITHOMPSON PROJPI-T NO. _F C83 72A �" 1 Zo DATED_4pr/� cS1 SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM WIDTH - INCHES 1$�OOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF 15 PSF. MINIMUM DEADLOADTRESSURE OF Sow_ _ PSF PROVIDE A INCH VOID B EATH GRADE BEAMS MINIMUM WIDTH �T E l 6 X'�� 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 BY 4 TTL 0 PLAN NO. f-C O T 37 ) _ - DATE to j o WALL FOOTING WIDTH {u 1'� �'�' (INCHES) DEPTHCHES) COLUMN PAD - -(INCHES) DEPTH � (INCHES) COLUMN PAD '1YLib-- (INCHES) DEPTH iti- - (INCHES) REINFORCEMENT AS PER. PLAN:' 'YES Q NO ❑ NONE REQUIRED IV AT SITE ❑ INSTALLED Soil Conditions At Footing Level UPPE�CLEVEL ejU_ SQ._ _.=CL1a clat<� � LOWER LEVEL __�LOt l SOL. - Ground Water Conditions NONE IN EXCAVATION NONE ENCOUNTERED IN 0RING NO. -TO- FEET ENCOUNTERED AT FEET IN BORING NO. 1_1 " 3 Remarks: o on i no INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Instructions to Contractor ROOTING IN GENERAL CONFORMANCE WITH PLAN ❑ FOOTING REJECTED . CONDITIONS IN EXCAVATION AS ANTICIPATED CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE Foundation Wall Reinforcement Observation Foundation Plan BY C'TL TP,&rVgp30e% 4, k PLAN NO. I-` S 3-7 i DATE /y r 1 �- ZD i e Foundation Plan SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTLITHOMPSO PROJECT NO. ' DATED WALL ALIGNMENT OFFSET G` I INCHES Foundation Void ❑ REQUIRED THICKNESS INCHES NOT REQUIRED eel Reinforcingect) GRADE BAR SIZE NO. OF BARS TOP BOTTOM VERTICAL p U(�. HORIZONTAL COUNTERFORT # 2 c G .2 c,,C-k �} Instructions to Contractor 4IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE I N C O Q P O R A 21006814 ADDRESS: �rr� 440_ -_m'+C� - Te c- �4 Li r ck^ 3i `7 . V`!" LOT BLU-C7K p FILING NO. 7 PROJECT NO. (20 'Z / Foundation Wall Layout ►T6'\ LIFER Ground ♦ Location of UFnER Ground . LOCATION - S� j 4-nee ❑ NOT INSTALLED COMMENT: Foundation Wall Drain/ CTLITHOMPSON Void/Waterproofing Observation 1006814 CLIENT: ADDRESS: a] %_.�- �V ' Habitat for Humanityn -►'sv ,�/Y 4001 S. Taft Hill Road 3r-7 _-A-1 h Fort Collins- CO 90526 LOT BLOCK FILING NO. PROJECT NO.% 2- 7— Oftn• Mr_ Rnh Hand Foundation Plan BY PLAN NO Foundation Type OSPREAD FOOTINGS ❑ GRADE BEAMS AND PADS n DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ® FOOTING W/MINIMUM ❑ OTHER DEADLOAD � CTLITHOMPSON PROJECT PI< Op. � 9 -1 w DATED Lt Foundation Void ❑ REQUIRED THICKNESS / I//IT INCHES ❑ MEASURED THICKNESS Y INCHES Foundation Wall Zondition ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type VERIOR ❑ INTERIOR FIG. INSTALLED PIPE DIAMETER - Lt __- INCHES WALL HEIGHT /Vm INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH j %� I2 % INCHES SLAB ON GRADE ❑ STRUCTURAL FLOOR PIPE INSTALLED ❑ GRAVEL INSTALLED, GRAVEL SIZE Type of Outlet �j ❑ GRAVITY, BELOW SEWER f� SUMP PIT ❑ UNDERDRAIN SERVICE C N CTION VISIBLE (AT STUB) Foundation Void: %%��.,.. C(iN GENERAL CONFORM IJWRfH RECOMMENDATIONS n REJECTED Foundation Wall Drain: ?N GENERAL CONFORMANCE WITH RECOMMENDATIONS LzREJECTED j Foundation Waterproofing: -4jcr—t mcz cks 9I IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED ❑ Exterior Insulation MANUFACTURER HEIGHT DISTANCE BELOW FOUNDATION WALL FEET FEET Foundation Wall Layout 44 , N I 1{ A-(b,-ov\ I REECCOMMENDED ORRECTIVE PROCEDU 1' 6 a- i ' / %1 e' CC rI L� a �i : i'I / C L•