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HomeMy WebLinkAbout5809 Big Canyon Dr - Special Inspections/Engineering - 06/11/2014N-i)�'�7ti obseu Pavan Zed -BI4o 21(-,, 5 C 7 L 1 7H0MPS Sal CLIENT: Ry9and Homes ADDRESS: i — 8200-E—. Waplewo .a w e. ae® /yiGGLCrL�e¢Jd f C2l�s�/C — --6reenvioo iPFage;-00 80141 6.,e --.- - LOT Af! f , BLOCK,_f _ 7Att.w. Ms M.RRettE_WeRdOfff -- FILING NO. -PROJECT, Recommended Foundation System Foundation Layout CTLITHOIVIPSON PROJECT NO. AGO SS,13.003 —/z.o DATED___-I_Z ❑ SPREAD FOOTINGS MAXIMUM SOIL PRESSURE OF PSF r/ MINIMUM WIDTH _ INCHESI� FOOTIPIGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF _PSF. MINIDiIUV, DEADLOAD PRESSURE OF (UO PSF. PP.OVIDE- A - .,_ _?f INCH VOID BENEATH GRACE BEAMS MININIUM WIDTH _/�O C �`=��-I_--S t X � � - INCHES E 'GRACE BEAMS AND PADS MAXIMUM SOIL PRESSURE OF ....__,__.- -- 'PSF. IVLNIMULI DEAD! CAD PRESSURE OF _ _ PSF, PROVIDE A _ ,.. INCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH _ INCHES Foundation Plan Bv-Tir/--CoNSH TRNTJ - - - _. - --- PLANNO 1 7-.02--_.�'�-_..L7. _-_ DATE ¢/.Zr-r-7_.._... 9dALL FOC-i ING WIDTH Av, Z-8 IINCHESi DEPTH _-p NIIICHESI COLUMN PAD [INCHES) DEPTH _ _ (INCHES) COLUMN] PAD _ - _ (INCHES) DEPTH (IPICHES) REINFORCEMENT AS PER PLAIN: ❑ VES ❑NO I�NONE REQUIRED JCOR 'y/I S'CeWViv ❑ AT SITE ❑ INSTALLED Sort conclikin w Ara lFcoHr' cj %_a"fai UPPER LEVEL A2! LOWER LHVEL g16: C1f1v10"j oR 121401114 3:36PM !.N INDICATES .APPROXIMATE DEP T HAMIDTH MEASUREMENT LOCATION Mctions to Contractor DOTING IN GENERAL CONFORMANCE WITH PLAN ❑ FOOTING REJECTED ❑ CONDITIOiNS IN EXCAVATION) AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT GEOTECHNICAL ENGINEER Ground JWa-€eir „Co.nditiohis RECOMMENDED CORRECTIVE PROCEDURE _ NONE IN) EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. _ _ TO -_ FEET---/-I-=-u-76-/0 -7_/_`/—L"/S Q�C7--0^j ❑✓ENCOUNTERED AT _ZIp. S FEET IN BORING NO. 42,16 _----------- ___.__ FIELD "1N DATE OF CLIENT: Ryland Homes _-8209-E—Maplew®®d--AvL., �*e. 150 ---G;zenweo 11 Recommended Foundation System CTLITHOMPSON PROJECT NO. DATED _......._—/2, - -l�__�_7� ❑ SPREAD FOOTINGS NAXIIMUNI SOIL PRESSURE OF MINIMUM( In/IDTH ,- - _ _ _ _ INCHES FOOTINGS WITH MINIMUM DEADLOAD MAXIMUM SOIL PRESSURE OF _._-0p_Q_ _ PSF. MIfJIIMUM DEADLOAD PRESSURE OF(_OQ �PSF. PROVIDE A ,.+INCH VOID/BR EAT��H\\GRADE BEAMS MINIMUM WIDTH .? c _ �_��d_S_��F.(((,____INICHES El GRADE BEAMS A,ND F SDs MAXIMUM SOIL PRESSURE OF _. _. _.._ PSF. 41INIIMUM DEADLOAD PRESSURE OF PSF. PROVIDE A .... !NCH VOID BENEATH GRADE BEAMS MINIMUM WIDTH __ INCHES �O9nredation Pan By N_... -C'v. s4lTH.-_Nis-- PLAN NG -_ _SZ.L 9. DATE y--aj-/_Lf .. I NALL-FOOTINGWIDTH/6—Lp IINCHES) DEPTH ._. (INCHES) COLUMN ADaTS"ZgXZFI (INCHES DEPTH /� (INCHES) �_OLUMN P-.DQ ZY't ZCf 1INGHF_SI DEPTH 3® 33pI (INCHES) �R�E/II lFORCEMEIN IAS PER kA14 27n (Es ❑ No ❑ NONE REQUIRED 1 Al SITE ❑ INSTALLED ScM CondIti©ns At F-catinC Levei UPPER LEVEL JrvM-e_ LOWER LEVEL _F�//LL_,. CrOLInd Water Conditions-- 1 NONE IN EXCAVATION ❑ NONE ENCOUNTERED IN BORING NO. W/.'iVCOUNTEHED AT _ AP. FEET IN BORING NO. 'rr":f-marks: V- \ ADDRESS: LOT BLOCK BLOCKF f—_ FILING NO. PROJECT NO. f� 1 I 1 �7 Qi(r CAAlYD !V A/Z A INDICATES APPROXIMATE DEPTH/WIDTH (MEASUREMENT LOCATION ➢nstructions to Contractor Elf-rOOTING IN GENERAL CONFORMANCE WITH PLAN LrXCrP-r- NV7g- ❑ FOOTING REJECTED CONDITIONS IN EXCAVATION AS ANTICIPATED ❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED. CONTACT CEOTECHNICAL ENCINEER RECOMMENDED CORRECTIVE PROCEDURE /� _ OC9i dsi'N,I©ru 1JR„blu'6 n and e "H ��J(�ulu _� LP��I�f�ifl�IT�'� 1� �5 � f�1,'�lt,�oon 0'7L 175=3 0IMP30N CLIENT Ryland Homes 8200 E. Maplewood Ave.. Ste. 150 Greenwood Village. CO880111 Attn: Ms. Annette Wendorff F:T<I,B.cda"1051 Pc''.3Pi By _�SRi C®a�Saa�Tdi.a� i PLAN NO. DATE IrFa>u-da'2tcyn Pan ❑��//,, SPREAD FOOTINGS Ia FOOTINGS WITH ,"AINIMUM DEADLOAD ❑ GRADE BEAMS AND PADS ❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK ❑ OTHER CTL/THOMPSON 2 PROJECT NOY��0�� 3" ®O ,7 12- DATED I Z' I I -17 WALL ALIGNMENT OFFSET �21_ INCHES ,Fftu udaid-on ZN50, Xj REQUIRED THICKNESS ❑ NOT REQUIRED ,R'einfor.-Ang `�a`'tasa GRADE _� BAR SIZE tt Li 15 NO. OF BARS TOP Z�� 15'- BOTTOM 7 - F'<� GOP.I`TP a°�YgP3 PdS VERTICAL _i- ®_ �_� '� ®, e, p HORIZONTAL I- e1 v Ib 4 O.G. � I - 'It ap T®d COUNTERFORT2-u5- WRAPS- 1 cAcw 'FAZ,0 IN GENERAL CONFORMANCE WITH PLAN ❑ REJECTED RECOMMENDED CORRECTIVE PROCEDURE ADDRESS' M r_ G L E L- D'5 CREEbC 5-809 11 CAwyo DRIVE LOT 211 BLOCK I FILING NO. PROJECT NO. Fjr-O.7-" 3. 00 1 Foundation %V0 L awout FED 7 E5I G r-Agy0►3 pR1v67 UFER ,Ground+L ovation of UFEq Ground )<LOC.4TIOIVN,_._EAJfl OF THE IN, BA5e6c I'P'yJ kL i.- ❑ NOT INSTALLED COMMENT: _ OD 5- Z- dr 15- gAcc i F S ..��Vv, A KV 9,E1-0 FIELD REVIEWED BY DATE OF - '7Ii 17H0Pf7P80H, CLIENT: Ryland Homes 8200 E. Maplewood Ave.. Ste. 150 _ Greenwood Village• CO 80111 Attn: Ms. Annette Wendorff__ drefis;��l��tlD�v �s�� r n� U, 6Y v�Vai'`➢ �a w %,f,1 �A •�PLAN NO. -9 ��� g, FounYic3 ion Type SPREAD FOOTINGS GRADE BEAMS AND PADS , Cj DRILLED FRICTION PIERS DRILLED PIERS INTO BEOROCK l FOOTING NI/MINIINUivi F—I OTHER- DEADLOAD �^ r1✓I} CTLi1 HONIP50Al PR0.16^T S t _._ N.O. ., _.DATED r"D 9Z g .'iioq Vail �I FQUIRED THIC4VESS INCHES J�')R ��m n, X ;;MEAaUiIED THICIiNESS ___ i_,-_ _---_,_- INCHES Fc L9Y1dc'i'il,0uo Vyaia '�'U��7ti9e.'>>.➢ EXPOSED STEEL SURFACE PROBLEMS (HONEYCOMBING, FTC.) (IF CHECKED, SHOW LOCATION ON SKETCH) P.ec2D3"i3Pn2'2ndeci ADS, S nY'yD(rJE+ (] EXTERIOR E:j INTEP:IOR IC. INSTALLED PIPE DIAMETER ��y_- ____,_ INCHES WALL HEIGHT �2yd_. _ INCHES DLPTI-I-TOP OF WALL TO BOTTOM OF TRENCH. n 4 ®d 1 L INCHES. ❑I LAB ON GRADE STRUCTURAL FLOOR PIPE INSTALLED Fj GRAVEL INSTALLED. GRAVEL SIZE _JP,' Svp-- of iLDC. da9 ❑ cRAvlry BELOIA/ SE!41EP SU,1YIP PIT ❑ UNDEf-'DRAIN SERVICE CONNECTION VISIBLE (AT STUS) EA GL!rg.2a iC21 A%OitI: �,JIIN GENERAL CONFOR,,IANCE WITH REC011M iENDATIONS REJECTED v `Y'D'urui d-fluT3'ti a!! i!,'i,SAq: IN GENERAL CONFORp/IANCE WITH RECOMMENDATIONS (� REJECTED ADDRESS: V 1/7 ,I y 3 ,l ji9ft i i! LOT BLOCK FILING NO.__., PROJECT NO. Foundation Wall Layout I 9FCOivLMEPIDED RRECTIPROCEDURE___ I