The URL can be used to link to this page

Home My WebLink About3032 Sykes Dr - Special Inspections/Engineering - 03/06/2018Foundation Wall Drain/ CTLITHOUPSON IF' Void/Wate"r-proofing Observation CLIENT; Hartford Construction, LLC ADDRESS;: Srr BLOCK FuNG'NO. PROJECT.No, A?;p 77_4?PP Foundation Plan Foundation Wall Layout BY, -&let PLAN N61;r_�_t&.019 Foundation Type SPREAD FOOTINGS, 11 GRACE BEAMS AND PADS n JRILLED,F - RICTI . ON I PIERS ❑ bA1LLED.0IERS.INTO BEDROCK FOOTING W1 I MINIMUM El OTHER DEADLOAD -4ney0— 1xC3 A cTuTHbmP.s6N7 PROJECT NO.&a(--71--D- 7 Foundation -Void REQUIRED THICKNESS --INCHES )DMEASUREDTHICKNESS INCHES Foundation Wall ,Condition F1 �SURFACE ,PROBLEMS ,(HONEYC.OMBIN.G. EXPOSED -STEEL. ETCJ (SHOW LOCATION ON SKETCH) Recornmerfd6d Drain Type (EXTERIOR INTERIOR n-SLABONGRADE n STRUCTURAL FLOOR FIG. WALL kidllf C>V — INCHES TOPOFWALL TO BOTTOM OFTRENCH _Z/�2r___4_-v_/3.2__ INCHES - PIPE INSTALLED. DIAMETER (INCHES) n GRAVEONSiALLED. dRAVELYSJZE� �WINDOW WELL.DRAIN INSTALLED R-1WINDOW WELLS CONNECTEDJO DRAIN Type: of Outlet 0 GJRAVITYBELOW SEWER KSUMP PIT ❑ UNDEJR_6RAIN SERVICE CONNECTION VISIBLE (AT:STREET STUB) QLIN DERDRAIN -SERVICE L NE CONNECTED TO - FOUNDATION . I DRAIN 9 FoundationV61d:: IN GEhER'A'Lc6406RM A*NdE WITHRECOMMENDATIONS REJECTED X Foundation Wall Drain: N IN GENERAL CONFORMANCE. WITH RECOMMENDATIONS F1 REJECTED INToundation Waterproofing: IN GENERAL CONFORMANCE WITH RECOMMENDATIONS n',REJECTED - R._ - - - - - - - - - - - - - - - - - - - H# - :1 TrTl aq 1. I- ------------- 7 31- ------ ---- -- -- _4 — INDICATES LQCAT1P,N.OF WINPOWMELL. REMARKS REYIEWED'BY DATE OF OBSERvAr1ON I - 11 - - .- . I If? Excavation/f=oofirag Observa. ion Recommended Foundation System Foundation Layout CTl rtunMoc"nni oan crT en,�I �it DATED.. ❑ SPRFAD FOOTINGS_ iMAXIMUMSOIL PRESSURE OF PSF 'MINIMUM WIDTH .INCHES- FOOTING&WITH MINIMUM'.DEAOLOAD: - .MAXIMUM SOIL PRESSURE OF�PSF.' PROVIDE A. 4 . INCH VOID BENEATH MINIMI IM 1MnTW .. /. MAXIMUM SOIL PRESSURE OF MINIMUM DEADLOAD PRESSURE'oF PROVIDE A" INCHSVnin`RFNFhru r_aenc kf�lEitewldo�tnm�i4:R�a>�i�x�(a3Fo 47 !FYES'li(+[j NO AS PER PLANE ' % !'I ^- �VES' ❑ NO El NONE REQUIREDs y/.I , AT -SITE grINSTALLE0 SOLI COndIUOn$'At,FOOtIlt9 LeVeI A INDICATES APPROXIMATE DEPTH/WMTH MEASUREMENT LQCATION Instructions to Contractor UPPER, LEVEL _ FOOTING IN GENERACCONFORMANCE WITH PLAN, -. ❑ FOOTING REJECTED .O CONDITIONS IN EXCAVATION ASANTICIPA7ED COWEREVEL C �a.�,ty� __ ❑ CONDITIONS IN EXCAVATION NOP_ AS ANTICIPATED, CONTACT GEOTECHNICAL; ENGINEER; Ground Water Conditions- ,RECOMMENDED CORRECTIVE PROCEDURE _ .q REVIEWED BY Spencer Schram =z " a 7- /�f_ Feb 19,2018 10-124 AM DATE OF OBSERVATION-.. Foundation Wall Reinforce-ment Inspection CLIENT, - Hartford Homes, Inc. Foundation. Plan BY J-f P LA N N 0. Foundation 0(an ❑ SPREAD FOOTINGS FOOTINGS WITH MINIMUM DEA 6L6AD- []-GRADE BEAMS AND PADS - E] I DRILLED FRICTION PIERS El DRILLED PIERS INTO BEDROCK . ❑ OTHER cTLrrHOMPSON JOB NO. WALL ALIGNMENT OFFSET -4 L--INrHES Foundation Void jXRE0 UIREDTHICKNESS 1 INCHES n N&REOUI I RED Reinforcing Ste GRADE BAR SIZE #4 NO. OF BARS nn TOP C2. -B6-77om VERTICAL L HrRIZONTAL. 4 OL Ir A4o"0(,, Ttq7- n n. IS t 0ru`c t i'op n o tractor IV INGEN ERAL CONFORMANCE WITH PLAN n REJECTED: ;RECOMMENDED. CORRECTIVE PROCEDURE ADDRESS: —M e- Y- - LOT -BLOCK FILIN&NO:—JCBNO; Foundation Wall Layout , a - ypyt 4- TTITT Tf + + + J- J- 44 -A- j-L J, ff -17 -PI 4- 44-1117 17 T- L UFER Ground +Locatl of UFER Ground wX LOCATIO14 e e C] NOT NSTALLEb ❑ NOT REQUIRED COMMENT: FIELD REPRESENTATIVE. REVIEWEDIBY a-;o 43 6y— DATE'OF OBSERVATION h. Feb 20 2018 3:22 PM • • • .... _ . _ O .I _.:f.iN� O�O, N�"P,�:O'-:.9.'S�.'TI-F':'U':,[ � • �.. _ ,. . _. _.. .__ . .... . ... � � � � ��' / � ' , � : • C ♦ "• • // � � � " � • " � : • ��5��SO�m�� ieiiiiiiis�iiiie°eiviisiivo��ii ■A��e��o��s��o��■.�■■ ■��v.■��.s��s��s��s L■�l�.�■■..v..�==_��.—.�i��i s�i� ■��I�.i��lls��l�O��i��i�i�li ■e�i��ss��o��s�■��.��. ��ir■��■�■�ss�se=====�a.r�.vs■ es��o�e�se��s��a��eu�en�e�� ■�a��s��es'��►��i��oi r�■u��so ■�.ae�■s�■ i��SeNiL'I�ino�u�e�v . � . . . - ■i��l��sO��r�s��►1isr�110l11�1�� 8��rsv�\��:��J�ef1�■�� ■i►1�■.A■�i�rl�/��0��1el�i� \ • • •� :•• e • • �SI1��11�1•l:701l0��i�s�\i%�:ls � • -'• :•- � • % ._ iiieiisiii�sesriiio�o�iaiii�iiiii ' ■�i��ns��ss.'�s�.,,�ea■�ro.■�■s■ �• . . • . - . ••. . ��i��.:.::a��•�anA��.u��o■�� '' ' ■ni�■�o��■��ori�s:�� ■s■i�.��■�■ . . _ � . i - - iiiiviiiiisi�e,�viiiiiieieieiiei iiei��iiiiiiii.�iiiii�iisiiseieo � t.�� . _ l: Gr ,, ...... m��a��ev��e�oa�a��■��■�� - ��i::l�SiiO�!l�i��i�iii�A:�l4\ �■�s�■�ni■�a��a.�.�o ne��r.';ui i�6��/1�s�■��Y�O�B��►7I,f'6■ ��6di�l:��ii�!a��e��9F�1�l ��a�s�■��e��is��i��.am;►?�I>� ■■.�s��..��ss�e��ss■s�■�e'�;o��.F.�o - ■��ii�O�lii��ii�0�■��i.fl`�\?I . . .: . ■.��■ss.�e�..��.r,�■�i e , � ♦ . . . . - - ;` . . . � , ' � � r '� - ! / r.� .r '� S • • • ' � • �: � � • •.• e • ' • �� •• t , � �� •�� „�••��\\��, � . • '. ' • � • + �.!1 • `1�) � � •.� •. . � ' •• EI �� i + r � •.� . � ..� � e � •• i • - �t . • . r . � � I � � '� � � i li ! --. .. ' . . : ... ; �;, ...; , .4 ; ■ .. . . ; :;�' ,�� ; _ . . . + :,,`1i' ;-,, - . . �:; , .. ... . . , . - ��,., , � _ •. . . . : • �.. ., `�� 0' �� • • : �'� 7 � ' • • • � : � � � •�� • • 1� .� � � • � : .� � � • � � � o •" • '