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HomeMy WebLinkAbout3220 Green Lake Dr - Special Inspections/Engineering - 05/23/2013• • I III I N C O R P O R A T E D May 23, 2013 Triton Communities 1490 Santa Fe Drive, Suite 100 Denver, Colorado 80223 9.36A t i APR 14 ��30og1( Attention: Mr. Ced Jones Subject: Summary of Residential Construction Observations 35 Lots at Trail Head Lot 3, Block 15, 3220 Green Lake Drive Fort Collins, Colorado CTL Project No.: FC06050.000-305 As requested, we provided residential construction observations for Lot 3, Block 15, 3220 Green Lake Drive, at the Trail Head Subdivision. We were scheduled forthe following observations to date: Observation Date Result/Remarks Excavation/Footing 5/6/2013 Pass Foundation Wall Steel 5/9/2013 Pass Drain/Dampproof 5/16/2013 Pass The information in our project files indicated there are no outstanding discrepancies for the items listed above and that each was installed in general conformance with the project plans. If we can be of further assistance, please contact us Very truly yours, CTL I THOM SON, IN-C. Heather Grubb Field Department Manager Attachments: Excavation/Footing Observation Report Foundation Wall Reinforcement Observation Report Foundation Wall Drain/Waterproofing Observation Report Cc via email: ceri@tritoncommunities.com 351 Linden Street I Unit 140 1 Fort Collins, Colorado 80524 Telephone:970-206-9455 Fax:970-206-9441 Excavation/Footing Observation CLIENT: Triton Communities 1490 banta Fe Drive, 5uite 100 enver, Atfi'FCeri- ones Recommended Foundation System CTUTHOMPSON PROJECT NO. C 0 b, f1 SO —/ 10 DATED ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM WIDTH _ INCHES QrFOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF -/ Sb D PSF. MINIMUM DEADLOAD PRESSURE OF SOD PSF. PROVIDE A y INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH [ C&oS `[0 K2-6) 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 C7L �Norof'tonl p /WG PLAN NO.;{in 40 Sb. 6 a 3 DATE WALL FOOTING WIDTH/6 - 30 (INCHES) DEPTH _ (INCHES) COLUMN PAD 3 O (INCHES) DEPTH 9 (INCHES) COLUMN PAD �S (INCHES) DEPTH __/ 0 (INCHES) REINFORCEMENT AS PER PLAN: [j?1ES ❑,.,NO� ❑ NONE REOUIRED [I& AT SITE INSTALLED Soil Conditions At Footing level UPPER LEVEL z 2 LOWER LEVEL / GL . 5-AA69 ', i Ground Water Conditions [�'�IONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. TO FEET [ENCOUNTERED AT 23 FEET IN BORING NO. __L 3_45 �i Remarks: L L Fup7..v6 w .e7sr s NQ�rQ 6Laf 9 / 14A/ r ADDRESS: 37-20 rri2LEN /�4/CC A2. LOT 3 BLOCK_/ j FILING NO. PROJECT NO. lJ-b- I ♦ INDICATES APPROXIMATE DEPTHANIDTH MEASUREMENT LOCATION Inomcdons to Contractor OOTING IN GENERAL CONFORMANCE WITH PLAN C❑ FOOTING REJECTED U(CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE 0 Foundation Wall Reinforcement Observation CLIENT: Triton Communities 1490 5anta Fe Drive, Suite enver, Co 80223 Attn: Cen Jones Foundation Plan BY L T1 - —rk..4 nson iJ ..L Jar PLAN NO. PC& 66 TO UL' 3 DATE Foundation Plan ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTUTHOMPSON PROJECT NO, FCU 60 5:() '-I ZC DATED I /lOA-017 WALL ALIGNMENT OFFSET _, INCHES Foundation Void REQUIRED THICKNESS INCHES ❑ NOT REQUIRED . Reinforcing Steel y GRADE U BAR SIZE NO. OF BARS . TOP _ BOTTOM 1 VERTICAL le 1N - dl ADDRESS: / 1'11,0 , r �e��•. C a lce A.; v-r LOT 1 _ BLOCK �l 2 FILING NO. PROJECT NO. Foundation Wall Layout li -- Green LK Ke D�rkf e HORIZONTAL Z ?*" IIIV ru)-17' COUNTERFORT tL'I R 1-t- 64, w . UFER Ground +Locat n g( UFER Ground ,f� LOCATION�✓?nd 1= yafa9g Instructions to Contractor ❑NOT INSTALLED f P.,oi F U IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED COMMENT: _ RECOMMENDED CORRECTIVE PROCEDURE N Foundation Wall Drain/ Vold/Waterproofing Observation CLIENT; Triton Communities 1490 Santa Fe Drive, Suite 100 Denver, CO 80223 Attn: Carl Jones Foundation P.11aa1n' r BY G ( -- /iy0 K%iJ.V/ ING PLAN NO. t'T.©�0 D3 Foundation Type ❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK 05,fOOrING WIMINIMUM ❑ OTHER DEADLOAD CTLITHOMPSON PROJECT NO.--ADATED 1-�Cu6aSO -12-0 Foundation Vold QgEOUIRED THICKNESS INCHES EASURED THICKNESS INCHES Foundation Wall Condition \ ❑ EXPOSED STEEL ❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type ❑ EXTERIOR ONTERIOR FIG. /VQ.IV4 INSTALLED PIPE DIAMETER y INCHES WALL HEIGHT I $ �7 _ - INCHES DEPTH -TOP OF WALL TO BOTTOM OFTRENCH I Z 1 /3 7— INCHES &SLAB ON GRADE ❑ STRUCTURAL FLOOR ' PIPE INSTALLED GRAVEL INSTALLED, GRAVEL SIZE - 2- Type of Outlet ❑ GRAVITY, BELOW SEWER U?tUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) 7 Foundation Void: ❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED P'Foundation Wall Drain: GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED [.foundation Waterproofing: LJ "` GENERAL CONFORMANCE WITH RECOMMENDATIONS ❑ REJECTED ❑ Exterior Insulation MANUFACTURER HEIGHT _ FEET DISTANCE BELOW FOUNDATION WALL FEET II OII 11QNSCj ADDRESS: H�A0 ?a�D G2eE.v L4k& /j2 LOT 3 BLOCK Ir FILING NO. PROJECT NO. GCC2E,5I0 .OQD Foundation Wall Lay -I-- - -�- - :7 I Xyy I BS►r► -E - --- 1 j GnEc"j L41ee DR RECOMMENDED CORRECTIVE PROCEDURE