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HomeMy WebLinkAbout387 Stout St - Special Inspections/Engineering - 08/31/2016Foundation Wall Drain/ Void/Waterproofing Observation em~ CLIENT: Hartford Homes at Timbervine, LLC -----48&1-Goodman Street--·--· ----- ---"Fimnath;-C--0-8054-7- - ------ ----A-ttn~Ms:-Bebra-Rogers-· -- ·---- Foundation Plan BY _C'I~_. -f'7o"') f-X>.~L-. - PLAN No.~0{1-'~ () )2. Fo131dation Type WPREAO FOOTINGS D GRADE BEAMS ANO PADS D DRILLED FRICTION PIERS D DRILLED PIERS INTO BEDROCK D FOOTING W/MINIMUM D OTHER DEAOLOAD io1~n -- CTLITHOMPSON PROJECT No.fCoCQS'9 _ bATED - ~ z.:-l::.l b Foundation Void D REQUIRED THICKNESS____ ---. -·· -- - INCHES D MEASURED THICKNESS - - ---- ·-----INCHES Foundation Wall Condition D EXPOSED STEEL D SURFACE PROBLEMS (HONEYCOMBING. ETC.) (IF CHECKED. SHOW LOCATION ON SKETCH) Recommended Drain Type D EXTERIOR 0 INTERIOR FIG. I "-----· - INSTALLED PIPE DIAMETER WALL HEIGHT ·--,- .,~~ _ _ ______ - INCHES INCHES DEPTH-TOP OF WALL TO BOTTOM OF TRENCH ·---- -- INCHES 0 SLAB ON GRADE 0 STRUCTURAL FLOOR D PIPE INSTALLED 0 GRAVEL INSTALLED. GRAVEL SIZE Type of Outlet D GRAVITY. BELOW SEWER D SUMP PIT 0 UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) D Foundation Void: 0 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS 0 REJECTED D Foundation Wall Drain: 0 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS D REJECTED #~.1.mdation Waterproofing: e '°"I ~ £'.) IN GENERAL CONFORMANCE WITH RECOMMEJIS6ATIONS D REJECTED 0 Exterior Insulation MANUFACTURER HEIGHT ___ FEET DISTANCE BELOW FOUNDATION WALL --- FEET ADDRESS: CTL I THOMPSON ~}roJltXt.~ ___ 3~1--7-'i1J?.=~~j~~~f'-'-r---~---- LOT _ _ L'{__ ______ BLOCK -"'~- FILING NO. PROJECT NO.fto r;<bf.1/PO __ Foundation Wall Layout I r. ' - I I Foundation Wall Drain/ Void/Waterproofing Observation cuENT: Hartford Homes at Timbervine, LLC --- -480-1-Geodman-Str-ee-t----- -·----+imnath,GQ-8054-1-·--- ---A. ttn..-Ms-.-Debr-a-R-eger-s----------- ADDRESS: .....-]_ h -- ~ f;;]Dll/j~f------ LOT ---L~---· ---BLOCK=--1,-;;n-_.,.---- FILING NO._ PROJECT NO. F-CO-~'d300 _ Foundation ~n . _Foundation Wall Layout BY __kLJ.___Lbpr'lJ,;_~0/3.._ PLAN NO. +:"C.OG;,S"()Q ,0.33 ~</~µ· ~-- Foundation Type ® .,. - - -t-------1 l - .- OC) SPREAD FOOTINGS 0 GRADE BEAMS AND PADS D DRILLED FRICTION PIERS D DRILLED PIERS INTO BEDROCK D FOOTING W/MINIMUM D OTHER -------- -- DEADLOAD JJO 1 / CTLITHOMPSON PROJECT Nok65:25.:.bl~oATED J0v0.2-~ 2f11b Foundation Void 0 Q REQUIRED .1EASURED THICKNESS THICKNESS ___ _ _ -·--· ------- - ____ __ INCHES INCHES Foundation Wall Condition D EXPOSED STEEL D SURFACE PROBLEMS (HONEYCOMBING. ETC.) (IF CHECKED. SHOW LOCATION ON SKETCH) Recommended Drain Type 0 EXTERIOR ~ INTERIOR FIG. INSTALLED PIPE DIAMETER -;:J;r- ~---·-- --;CHES WALL HEIGHT ___./_b_ INCHES DEPTH-TOP O~ WALL TO BOTIOM OF TAE~~Q°L _: s_lf_ - -INCHES 0 SLAB ON GRADE 0 STRUCTURAL FLOOR K) PIPE INSTALLED O GRAVEL INSTALLED. GRAVEL SIZE ('.l j f•r Type of Outlet D GRAVITY. BELOW SEWER Kl SUMP PIT 0 UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB) l\J Foundation Void: ~ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS 0REJECTED 0 Foundation Wall Drain: IQa IN GENERAL CONFORMANCE WITH RECOMMENDATIONS D REJECTED ~ Foundation Waterproofing: ~ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS D REJECTED D Exterior Insulation MANUFACTURER -----------· __ _ HEIGHT FEET DISTANCE BELOW FOUNDATION WALL FEET ><.57 G ____________ _, Sfouf SI- ..__,\ I, .i ' '.:..'~ :· 4.i ~ RECOMMENDED CORRECTIVE PROCEDURE ____ _ _ __ _ REVIEWED BY __c_i,l: '-----B'+-' /t_lt ,_. ..l{_~-----~Oct 13 2016 7·27 AM Excavation Observation CLIENT: -Hartford Homes at Timbervine, LLC 480 I Goodman Street Timnath, CO 80547 Attn: IVls. Debra Rogers Soils Exposed in Excavation ?~ £0 C <6 IN t; - 6 0111-t T tCJC" 4'& - Ground Water Conditions 12J NONE IN EXCAVATION 0 NONE ENCOUNTERED IN BORING NO. TO FEET i;E" ENCOUNTER-ED AT ~ • . FEET IN BO_Rlfl!G NO. Ul{ 1!:> I DRILLED DURING CTUTHOMPSON PROJECT NO. Fco ~ ,~Q ~ • O' I 3 ,...['2..<> DATED I '2....., . 'U> ' <e REMARKS: ______________________ ~------~~ Soils at Found;Jtion Level UPPER LEVB. _IJ __ li_A:.....-________________________ _ LOWER LEVEL LL +r I <;Jtv 1) y I (tM'VIJL- ? Cc8 G LC .. ( tlA-0 (~ c I lb '2-o(IJ,,, I() 'P ~ ~.{,cl CA11V · Recommended Foundation System ( ~pRfAD· FOOTINGS MAXIMUM SOJL PRESSURE OF -z._ I C,)~() PSF. D FOOTINGS WITH MINIMUMDEAl>-LOAD MAXIMUM SOIL PRESSURE OF SF. MINIMUM DEAD-LOAD PRESSURE OF SF. 0 GRADE BEAMS AND PADS DESIGNED FOR: MAXIMUM SOIL PRESSURE OF SF. MINIMUM DEAD-LOAD PRESSURE OF SF. PROVIDE A INCH VOID BENEATH-GRADE BEAMS . D DRILLED FRICTION PIERS MAXIMUM END PRESSURE OF PSF. SKIN FRICTION OF SF. MINIMUM DEAD-LOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS 0 SRIUED PIERS INTO. BEDROCK . MAXIMUM END PRESSURE OF SF SKIN FRICTION OF PSF. . MINIMUM DEAD-LOAD PRESSURE OF PSF. PROVIDE A INCH VOID BENEATH GRADE BEAMS 7 CTL I THOMP~ON ADDRESS: -I - )tlh I) E1? v 1AI (;,,. 3Z7 2701.tr SI LOT I VJ BLOCk, _ ___;/ _______ _ FIUNGNO ._____ PRO.:JECTNO. fr_o 6S ... OS-· Cf<:Jv _Excavation Layout • u . \ • . I Jll I .. 7 .... ,..... ' I ~ I . I I ' '..~i. tttl,9;t::l:::l=t=l$:t:!1$1=t1tttttljjjjttttrl ..... ~. _,, . .I"' I , ti' A - I II! .F""""" ructions to Contractor NDITTONS AS ANTICIPATED NTACT GEOTECHNICAL ENGINEER DATE OF OBSERVATION Excavation/Footing Observation CLIENT: Hartford Homes at Timbervine, LLC ----... S.O~G.0odma.R-Stre&t,..--.------ ---- -1-imnatl+,-CG-S05'++--------- - - ---Attffi-M-s.-Qehra-R.Qge.i:;::.----- -- Recommended Foundation System CTUTHOMPSON PROJECT N0. §(2~0()a . 013-JW DATED , fa.fl UP.<CtJ 2,; ____ 1 ' ~ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF • 2oOC!J Uq) PSF. MINIMUM WIDTH /t,; Cf a. a S' Zn NCHES D FOOTINGS WITH MINIMUM DEADW D MAXIMUM SOIL PRESSURE OF - -------- PSF. MINIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A -----INCH VOID BENEATH GRADE Bl!AMS MINIMUM WIDTH _______ _ ____ INCHES D 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 Pl~ BY 7 /,- PLAN NO. fCc, 6°S'.28 . o8 3 DATE 7~'-d-1-__,__,r-=-=---- WALL FOOTING WIDTH /l -ze (INCHES) DEPTH -""''--- COLUMN PADS££ )c?LffllARl~1NCHES) DEPTH COLUMN PAD-----(INCHES) DEPTH REINFORCEMENT AS PER PLAN: GSYES D NO D NONE REQUIRED g:J AT SITE D INSTALLED _____ (INCHES) _____ (INCHES) Soil Conditions At Footing Level uPPER LEVEL £4 C/°1fij /eo~ Bcow/1 LOWER LEVEL San.db ~ b'3<.- /j~ Ground Water Conditions ~ NONE IN EXCAVATION 0 NONE ENCOUNTERED IN BORING NO. TO FEET ~NCOUNTERED AT B FEET IN BORING NO. LB.fi__,__/ __ Remarks: ---=----=---=---------- - - ~;::, 3'.:J.A'3cJ)(8 ADDRESS: _,,,..-;-;/~ 7 !~V[JLU ,__"'=--_ _ __ _ 3§1 SioufSt LOT _ _,/_f_d.__ ______ BLOCK _ _._ __ ------::---- FILING NO. _____ PROJECT No.fa, 6'508 , 9co Foundation Layout I I ''1---11 . 1 .-~:=:::/ Sfauf Si- A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION Instructions to Contractor Gid'fOOTING IN GENERAL CONFORMANCE WITH PLAN D FOOTING REJECTED (M CONDITIONS IN EXCAVATION AS ANTICIPATED 0 CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT GEOTECHNICAL ENGINEER RECOMMENDED CORRECTIVE PROCEDURE founda~n©fr1 Wal ~ Reonforcemen~ ~rospec~uoro CLIENT: Hartford Homes at Timbervine, LLC ---48-04--Goodma-n--Stree,·1·'-------- - ---timnath, CO 80547 ----Attn-:-Ms:-Bebra-Roger<>------- Foundation Plan BY _ c:n .. · rnu-Mvso~ PLAN NO. 8t)~£Q<;!. · 0 3 J Foundation Plan ~SPREAD FOOTINGS 0 FO OTINGS WITH MINIMUM DEADLOAD D GRADE BEAMS AND PADS D DRILLED FRICTION PIERS D DRILLED PIERS INTO BEDROCK DATE J . I l{ I I~ D OTHER ----------------- CTL/THOMPSON Jo B No. Fw ~so~. o \.3>-1 ~TED WALL ALIGNMENT OFFSET _ _ __ L._- __ _ _ __ INCHES Foundation Void D REQUIRED THICKNESS _____ _ _ _ _ __ INCHES O('NOT REQUIRED Reinforcing Steel GRADE (oc) NO. OF BARS TOP 'J.-#4 luN ( BOTTOM 2 -J::t:. Y.. (ON I VERTICAL N ( J+. HORIZONTAL fJ I A= Instructions to Contractor BAR SIZE ___;,.._t ,__y_,_ _ _ _ _ ~IN GENERAL CONFORMANCE WITH PLAN D REJECTED RECOMMENDED CORRECTIVE PROCEDURE -------- ADDRESS: -----~~:7 SWu "< sr- LOT \ Y BLOCK ------- FILING NO. JOB NO. ft.o (a~o'?{ . q c.2C) _UFER g LOCATION Ground+ AY-e 0-Location u IC 3 I of w . UFER l> ~ Ground N . G" • c.u.u, i;t- v f - D NOT INSTALLED t2.t\i~t\AeN/· A-fpa..o'I<' ~· IN· 01-; $.v D NOT REQUIRED lort..vt;'/L 0,,. <Si~.,~ . te.0' l/J foi4 ,: oM. 6 (\,) r P ~ (L 2uw D vt~ 7U 'f. Ito-LT WI!'\! c S. • DATE OF OBSERVATION . I I . A g ' DATE O\= ofr.;ERVATION I i - ( I -- - - ' ~ ' ' ( I p I .~v ~ ; ' RECOMMENDED CORRECTIVE PROCEDURE. _ _ ______ _ FIELD REPRESENTATIVE REVIEWED BY V 1- 1C Oct 13 2016 7:26 AM DATE OF OBSERVATION