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HomeMy WebLinkAbout3014 Sykes Dr - Special Inspections/Engineering - 03/06/2018Observation/� C """ Hartford Construction, LLC Sods Exposed in Excavation Ground Water Conditions NONE IN EXCAVATION C� NONE ENCOUNTERED IN BORING NO -TO-FEET ENCOUNTERED AT___/ FEET IN BORING NO R 7 DRILLED DURING CTUT14OMPSON PROJECT NO ,GCD J�P' dU O DATED 3 , !'J - 3— REMARKS Sods at Foundation Level UPPER LEVEL LOWER LEVEL �� (fl,- gleyTzi Recommended Foundation System SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF XFOOTINGS PSF WITH MINIMUMDEAD LOAD MAXIMUM goo C) SOIL PRESSURE OF MINIMUM DEAD -LOAD PRESSURE OF _PSF 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 LI 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 C ORILLED 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 ADDRESS IF LOT BLOCK s2 FILING"NO PROJECT NO f" r-C) `®j %33S U Excavation Layout I �nstfuctions to Contractor CONDITIONS AS ANTICIPATED ❑ CONTACT GEOTECHNICAL ENGINEER v J��GIG FIELD REPRESENTATIVE REVIEWED BY ,l V i8 - /9 spencerrSchram DATE OF OBSERVATION Mar 6 2018 8 58 AM i `lr1�i i�i i 1 Ste' i '�` � `�' rri i � I �• 1.' 4�1 � 1 y '�; 1 CI 11"NT ADDRESS ____ _ Hartford Homes, Inc ,_MOSAM LOT _ 14 BLOCK 2 FILINGNO_-PROJECT NO FG0'i73.7.gy0 +I Foundation Plan r /Foundation Wail Layout BY (�_� ! 7 &' � PLAN NO C Z�%J i �O I G (�Y � T _ [_� Tom` IF-7-1 ` _i i i TT Foundation Type [-I SPREAD FOOTINGS GRADE BEAMS AND PADS DRILLED FRICTION PIERS 0 DRILLED PIERS INTO BEDROCK I OOTING W/MINIMUM OTHER DEADLOAD Cl LITHOMPSON PROJECT NO CDatJ��ATE�Z-2-t ^ 1-7 Foundation Vold RLOUIRED THICKNESS , INCHES MEASURED THICKNESS _ _ INCHES Foundation Walt Condition ❑ SURFACE PROBLEMS (HONEYCOMBING EXPOSED STEEL ETC) (SHOW LOCATION ON SKETCH) Recommended Drain Type gFXTERIOR INTERIOR SLAB ON GRADE ❑ STRUCTURAL FLOOR I i( j-t 51 WALL HEIGHT I.OF_ INCHES fOI OF WALL TO BOTTOM OF TRENCH_�2-? s� 0 _ _ INCHES PIP. INSTALLED DIAMETER (INCHES) [� GRAVEL INSTALLED GRAVFL SIZE J_ tR WINDOW WELL DRAIN INSTALLED L1 WINDOW WELLS CONNECTED TO DRAIN 'type of Outlet 1-1 GRAVITY BELOW SLWER K SUMP PIT F] UNDERDRAIN SERVICE CONNECTION VIS01 E (AT STREET STUB) F_] UNDFRDRAIN SERVICE LINE CONNECTED TO FOUNDATION DRAIN b1 Foundation Void IN IN GENERAL CONFORMANCE WITH RECOMMENDATIONS [ ] RLJFCTED KI Foundation Wall Drain XIN GENERAL CONFORMANCE WITH RECOMMENDATIONS [1REJECTED X Foundation Waterproofing � IN GENERAL CONFORMANCE WITH RFCOMMENDATIONS 0 REJECTED A74 } ♦ INDICATES LOCATION OF WINDOW WELL I REMARKS u F,,.._ . R .. FIELD REPRESENTATIVE REVIEWED BY ,I 2' j&1314-RM O ��_Reb _ DATESERVAl ION 144 1 i Excavation/Footing C T L I T H O M P s O N Observation c As z I r"E"T Hartford Homes, Inc^� ADDRCSS_ I UT Y ... BLOCK -- - -- - _ FILING I` O _PROJECT NO �Cpv- Recommended Foundation System fZo6953 -Iw k CTLITHOMPSON PHOJECyyr SNO DArED _ SPREAD FOOTINGS MAXIMUM $OIL PRESSURE OF _ _ — PSF MINIMUM WIDTH _ INCHES FOOTINGS Wrf H MINIMUM DEADLOAD MAXIMUM SOII PRESSURE OF _ ZOdB PSF MINIMUM DLADI CAD PRESSURE OF S° ^ PSF PROVIDE A INCH V 10 BENEATH GRAD( BEAMS MINIMUM WID ff I � i�?S�- INCHES J GRADE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF PSF MINIMUM DEADLOAD PRESSURE OF PSF PROVIDE A _ ____ -_ INCH VOID BENEATI I GRADE BEAMS MINIMUM WIDTH _ _ _ INC) IES Foundation Plan L1 _7 _ f PI AN NO IrCU 7 J�_ 01I _ DATE W/It,l FOOTING WIDTH 6 ;Z (INCHES) DEPTH _ C4 g _ (INCHES) � PAD Z y _ (INCHES) DEPTH _� r0[ UMN PAD Zl„___ _ (INCHES) _ (INCHES) orPTI-I (INCHES) I iFINFORCEMENT AS PER PLAN t§ YES [] NO ❑ NONE REOUIRED n AT SIZE S INSrALLED Soil Conditions At Footing Level UPPER LEVEL - Ground Water Conditions d NONE IN EXCAVATON NONC CNCOUNTEHED IK+ R--ING Np TO ---FEET ,jjFNCOUN I LRLD Al _ _F r IN BORING; NO Remarks fr datlon Layout 1c_.. _ ! ! A I r f { Ai ca-i 8 A f f I+ + � 1 I l Ft C A Je p f s � I i 23� rr Q } 1 ® INDICATES"APPROXIMATE DEPTHIWIDTH MEASUREMENT LOCATION Instructions to Contractor *FOOI ING IN GENERAL CONFORMANCE WITH PLAN ❑ FOOTING RIEJECTED Ii CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ GONDITIONS IN EXCAVATIUN NOT AS ANTICIPATED CONTACT GCOTECHNICAL ENCINEER 'I i� RECOMMENDED CORRECTIVE PROUDURE I FIELD REPRCSEMTATIVE i REVIEWED BY DATF OF OBSERVAi ION ^^ u �I Spencer Schram —Fch-0 2W-8-16 28 AM Foundation Reinforcement Inspectiol CLIENT Hartford Homes, Inc Foundation Plan by PLAN NODATE fit Foundation Plan ❑ SPREAD FOOTINGS K FOOTINGS WI fH MINIMUM DEADLOAD n GRADE BEAMS AND PADS DRILLED FRIGI ION PIERS U DRILLED PIERS INTO BEDROCK OPHER q C, fL I THOMPSON JOB NO 4?_D DATED- Ly' 3�0 WAII ALIGNMENT OFFSET INCHES Foundation Vold REQUIRED rIIICKNESS INCHES ❑ NOT REQUIRED Reinforcing Steel [[ /I GRADF �� © BAR SIZE' T NO OF BARS TOP y�, - DOTTOM VLR fICAL " at H3111ZONTAL LIFER Ground LOCATION � V IC.C► CZ NOT INSTALLED 0 NOT REQUIRED Instructions to Contractor (pi IN GENERAL CONFORMANCE WITH PLAN 13 REJECTED I , I CTL I THOMPS®N ti i i d ADDRESS , _ M65 4L.y I OT III , BLOCK 9. "r FILING NO PROJECT NO ��%�/ ©��• In Wall Layout i i — 1- ; f } t Ti7` �l I ,t , # t I � t III _jitl_ E F 3 3 , 1 IP{ 1 rT I I # I'ndicates location of UFER li I I h REMARKS ,I �-1 �� F-ICLD RESCPRNTAl IVE Feb 20 2018 3 23 PM RFVIEWED BYIi DATE OF OBSERVATION it �II i I I �I I