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Home My WebLink About3250 Green Lake Dr - Special Inspections/Engineering - 09/30/2014CTLITHOMPSON September 30, 2014 Triton Communities 1490 Santa Fe Drive, Suite 100 Denver, Colorado 80223 Attention: Mr. Ceri Jones Subject: Summary of Residential Construction Observations 35 Lots at Trail Head Lot 3, Block 14, 3250 Green Lake Drive Fort Collins, Colorado CTL Project No.: FC06050.000-305 As requested, we provided residential construction observations for Lot 3, Block 14, 3250 Green Lake Drive, at the Trail Head Subdivision. We were scheduled forthe following observations to date: Observation Date Result/Remarks Excavation/Footing 9/8/2014 Pass Foundation Wall Steel 9/10/2014 Pass Drain/Dampproof 9/17/2014 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 at your convenience. Very truly yours, ,yam CTL I THOMPSON, INC. Reviewed By: �1P•t'n / U. .I</V/, is Heather Grubb yatt Knutson;�JPEi 38108 Field Department Manager Regional Manage'. OCT 1 J 2(}h 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 Santa Fe Drive, Suite 100 Denver, CO 80223 Attn;_Ceri Jones Recommended Foundation System CTLITHOMPSON PROJECT N6d'° ""L4 DATED /.3V 13 . ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF. MINIMUM WIDTH INCHES FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF _ t_SGC) PSF. MINIMUM DEADLOAD PRESSURE OF SG? PSF. PROVIDE A tt INCH VOID BENEATH GRAr-� BEAMS MINIMUM WIDTH. Fi ^p 20)2-0 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_ 7L No,� rsd By PLAN NO CJ O-r'd • 62U DATE WALL FOOTING WIDTH /6 (INCHES) DEPTH (INCHES) COLUMN PAD y(INCHES) DEPTH (INCHES) COLUMN PAD ___ (INCHES) DEPTH (INCHES) REINFORCEMENTAS PER PLAN: �j YES ❑ NO ❑ NONE REQUIRED ❑ AT SITE INSTALLED Soil Conditions At Footing Level UPPER LEVEL LOWER LEVEL Ground Water Conditions �N NE IN EXCAVATION NONE ENCOUNTERED IN BORING NO. L 3 i? I'- TO Zn FEET ❑ ENCOUNTERED AT FEET IN BORING NO. Remarks: OTLITHOMPSON 32514 6-rL2N n„ LOT 3 BLOCK �y FILING NO. PROJECT NO.AC60 SC'D Foundation Layout I .il I I il —7 -- -- —1, A INDICATES APPROXIMATE DEPTHNJIDTH MEASUREMENT LOCATION Instructions to Contractor FOOTING IN GENERAL CONFORMANCE WITH PLAN FOOTING REJECTED ,f CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOTAS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE THo-"^As Hu{• n.�rL4ic ��, �'C M� KN� �`z"� FIELD REPRESSSO. O a' 108 REVIEWS Y-��•' •• SEP on 0 70}�� 7/''//tI ' �a DATE OF OBSERVATION /rinin� G Foundation Wall Reinforcement Observation CLIENT Triton Communities 1490 Santa Fe Drive, Suite 100 Denver, CO 80223 Foundation Plan ` F BY C 7L Rt-. B 5AN SIIV LN c •' �kuS PLAN NO.. 6r. Cr¢b DATE Foundation Plan ❑,--,, SPREAD FOOTINGS �F00T'NGS WITH MINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTLrrHOMPSON,�/� PROJECTNO. !1(:�C+�Z'� DATED ��•��•-7VJ3 WALL ALIGNMENT OFFSET L I INCHES Foundation Void [3'REQUIREDTHICKNESS INCHES ❑ NOT REQUIRED Reinforcin/p Steel GRADE AGO BAR SIZE NO. OF BARS TOP _1_. 'I�`•. S T �r T.6) ' BOTTOM Z 74 Ll �Gr 5 �J IRiK 60 tv ' VERTICAL 1'l-� '-I 6 HORIZONTAL 7' 11 `l L" COUNTERFORT -fl- L( I) Ins ructions to Contractor 0 IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDU E ! ' hu L Cur it roe` CTL1THOMPSON ADDRESS 7!C\ I Gtl eke LOT BLOCK/ FILING NO. PROJECT NO. V '-Z; Foundation Wall Layout UFER Ground + Locatiogof UFER Ground Q OCATION `t' IcL c. /�wiS- SCC -5ketck ❑ NOT INSTALLED COMMENT: i I - FIELDEVREPRES NTQTIVE - '. '-•' REVIEWE5 BY '•• SEP 30 20141c--; L DATE OF OBSERVATION c ' Foundation WaN Drain/ Voldfflaterproofing Observation CLIENT: Triton Communities 1490 Santa Fe Drive, Suite 100 Denver, CO 80223 Attn: Cen Jones ADDRESS: T?WL_WE D 3zSa �2EE�1 LAKe P91ve J LOT 3 BLOCK 14 FILING NO. -PROJECT NO.FCP to 0 Foundation Plan Foundation Wall Layout BY PLAN NO, LC'CG>�I�(.,LL;"-i`t--- Foundation Type SPREAD FOOTINGS GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK FOOTING W/MINIMUM OTHER DEADLOAD CTLITHOMPSON PROJECT NO.F_0%0�-1 ZQ)ATED _1-' --13 Foundation Void ]I REQUIRED THICKNESS INCHES lMEASUMEDTHICKNESS u� 4 INCHES Foundation Wall Condition I] EXPOSED STEEL SURFACE PROBLEMS (HONEYCOMBING, ETC.) (IF CHECKED, SHOW LOCATION ON SKETCH) Recommended Drain Type EXTERIOR INTERIOR FIG. INSTALLED PIPE DIAMETER 4 INCHES WALL HEIGHT _1,O p INCHES DEPTH -TOP OF WALL TO BOTTOM OF TRENCH l.Z�f --13)_ INCHES SLAB ON GRADE n STRUCTURAL FLOOR + PIPE INSTALLED �2 ' I GRAVEL INSTALLED, GRAVEL SIZE Type of Outlet GRAVITY, BELOW SEWER '+ SUMP PIT ❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) Foundation Void: 'KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED 'Foundation Wall Drain: PKIN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED Foundation Waterproofing: KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS REJECTED � _0 evtn 1 nla4' 0 v MANUFACTURER m HEIGHT FEET m °C DISTANCE BELOW FOUNDATION WALL FEET aV- T CaREElJ LANCE DRIVE RECOMMENDED CORRECTIVE PROCEDURE �Cilflc M.