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BLD20090101.PDF43Lz)2oo 9 o 16 l Associated Earth Sciences, InC. 91 1 Fifth Avenue, Saite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: • Chris Hammond 15605 7511' Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: City of Edmonds Permit No. 20090101 Page I of 2 Date Project Name Project No. 9/8/09 I Hammond Addition KE080287A Location Weather 15605 75t' Place West Sunny 70 deg - Municipality Report Number City of Edmonds 1 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Clicnt/Ocvuer Hammond General Co lit ra ctor/sll pert ll tell dent Nicholls Construction/John Grading Contractor/Superintendent Earthwise/Albert Onsite this afternoon at the request of the general contractor, John Niccols. He informed us this morning that they would be excavating the foundation area for the new addition and retaining wall and would like to come out this afternoon to make some observations of the exposed soils. He also said that lie had reviewed our soils report and was aware that the foundation areas had to be over -excavated 2 feet 'below bottom of footing and backfilled with compacted structural fill. We planned to do a couple shallow potholes to observe the exposed soils before they excavated all the footing areas. We called Chris Hammond to let him know that we were starting our initial geotechnical observations today. Excavatiorn/Temporary Cut Slope At the time of our arrival, we observed that the contractor had excavated close to bottom of footing subgrade in the proposed addition, including the new garage. In general, the excavation was on the order of 2 to 3 feet below the surrounding grade. However, the east end of the excavation was vertical and extended into tine slope with a cut height of 6 feet. We recommended that the temporary cut be benched above 4 feet. The contractor planned to comply. Foundation Over -excavation The contractor excavated two spots on the perimeter of the proposed addition to a depth of 2 feet below bottom of footing. We evaluated the exposed soils visually and with a %2 inch diameter, steel soil probe. The soils consisted of sand with some silt that could be penetrated with a fair amount of effort to 4 feet deep with the soils probe. We recommended to the contractor that they attach a vibratory plate (to be delivered to the site tomorrow) to their Case 580 backhoe and re-connpact the soils exposed in the bottom of the over -excavated footing areas to a firm and unyielding condition and that we would like to be onsite to confirm. Once the exposed soils were re -compacted to a firm and unyielding condition, then they could backfill with onsite soil or an import of choice. We discussed the re -use of the onsite sandy soil and whether it would be acceptable (able to meet 95% compaction) for re -use as fill given the existing moisture content. At the time, we could not determine whether the moisture content was close to optimum, so we suggested that they try to re -use the onsite soil in one area to see if it could be properly re -compacted. Alternatively, a 2 to 4 inch quarry rock or similar concrete recycle could be used for backfilling the footing areas. The contractor said he would discuss the use of an alternative material with the owner, if necessary. We collected a sample of the onsite sandy material for a laboratory Proctor analysis, in case the material will be used. Temporary Erosion Control Silt fencing was installed and embedded along the southern and western margins of the work area where the potential for offsite sediment transport was a potential. The contractor requested that we return to the site tomorrow at 1pm. COPIES TO: FIELD REP.: Scott R. Hannah, P.E.G. CS& m� �D DATE PRINCIPAL / PM: G. Aaron McMichael, P.E. 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Permit o. 4 Dl Engin r/Archit ct � �&;l"t2 lient Owner '0Y ra Contrgct /Sup inten ant ��� ��/ L Earthwork Contactor/Su erintendent FIELD REP: �CCAW /Lr Jr�' `PROJECT MANAGER: -- Mad ! r ^t. AESI_FRL. rev 3/2006 /6'1 ROD (NULLED 11410 II 05PNG FOUNDATION WALL I T W/ EPDXY II ini n_nnmim Tr)] EX STING GARAGE is ,HEDULE WOOD SUPPORT POST STUDS 2-2._ STUDS 2-2,- STUDS 2-2L- STUDS 2-2r_ STUDS 64 WCOD POST _ STUDS SCALE: T"= T A Y _.. SEE ARCHT _ I `/ /4 AT 12.00 NC /] t109NC BAR (TYP) tUUSED::� /4 UNDER EA RISERDona xDRlz BARS r------------ ADJACENT WALLS W/ - I I __ _--__--r _____________________________ 16• I ; I I � I I n CONCRETE STAIR DETAIL EXTERIOR STAIR ON GRADE -SD SCALE: 3/4-= V-0" ; ii I� �— RUN SLAB OVER I �I FOUNDATION WALL I I I I I I AT ODOR OPENING ; I I I I C+ I II II I i P9p ;I •� ,$ I II 4. 9-AS ON GRADE 616 TI TOP OF OF W2 S WEE MESH4 LOP II I SLAB ELEVATION i26 6 I -- I, I 2 ___________ I Sl 3 1 1 TIE REBAR TO EXISTING WALL W/ (5 X 2'-6' ODWELS 0 I I FOOTING & HORIZONTAL WALL REINFORCING. DRILL INTO I S2 I I EXISTIND WALL AND SET W/ EPDXY, 4' EMBED TIP. I I I I 4 •I I REMOVE PORTION OF FWNDATION WALL AS RECURRED FOR NEW DOOR EXISTING FOUNDATION WA11 --- 1 TIE REDAR TO EXISTING WALL W/ (5 % 2'-6' DOWELS 0 1 I FOOTING & HORIZONTAL WALL REINFORCING. DRILL INTO I EXISTING WALL AND SET W/ EPDXY, 4' EMBED TTP. I I I i I I I ____________________________________________________________________ I ____ V-D'd-6'WiDEW/(2)J5TOP &(3) i I J5 BOTTOM W/14 TIES 0 12- O.C. I EXISTING CONCRETE WAIL E%ISTDIG FOOTINGS BELOW RASEMEIIT REARING WALLS 1 ____ ___ _____ ___ ______ _J 1 ___________________ _______________-_------________ - _ ____ ____ ____ ___ _____ ___ 2S5 0 16' O.C. STUD WALL ' TIE REBAR TO EXISTING WALL W/ (3) (5 I I X 2'-6'. DRILL INTO DOSTRIG WALL AND I i SET W/ EPDXY, /' EMBED 1 I 1 I I I I ' I 1 TIE REBAR TO EXISTING WAIL W/ (5 % 2'-G' DOWELS 0 FOOTING & HORIZONTAL 1^B I 1 WALL RENFORONG. DRILL INTO EXISTING I I T WALL AND SET W/ EPDXY, 4• EMBED TYP. I I S7 TIE REBAR TO EXISTING WALL W/ (2) /5 % 2'-6'. OPoLL INTO EXISTING WALL AND SEE W/ EPDXY. 4• EMBED 1 m 4" VENTS --, sl - I I / EXISTING FOUNDATION WATZI�IXMYEHAL I I I I 1 1 I I ` _J 1 1 EXISTING FOUNDATION WALLI I I I I I 11 L------_ ------------L I II II I _____ II It � II II 1 I Arm 0 I I I I bib S� I I ORT ONLY, 9NIu ff I ems_______________J 1'-0'�f'-6• WIDE W/ (2) (5 TOP & - x 1� BOTTOM W//3 TIES 0 12' D.C. THE FUTURE DUE TD I SETMNT L _______________'tga�0`' �,.pQ 1 V-4'0'-4'00• TWCX I r I x V W/ (2)(4 EW & S;0SDN COO TDIET IER W/ 16M, AT 4'OC .CD TO POSTS W/ 10% PER DETAILS FOUNDATION PLAN NOTE: BOTTOMS OF ALL FOOTINGS TO RE SCALE: LOCATED T-6' MDI RELOW FU45HED GRADE 1/4•a 1'-0• 91 1 Associated Earth Sciences, Inc. 2911'/zHewttAvenue ^ Suite 2 Kirldand, WA 98033 Everett, WA 98201 "" "'� 425-827-7701 ON 425-259-0522 • FAX 425-827-5424 HELD REPORT FAX 425-252-3408 FIELD REPORT # PAGE % OF � TO: /.�►. ff-i4ykmas i" ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: Im.2.4m.mvim FIELD COMPACTIO EQUIPM T Ul -AREAS-OF-ADDM019A-00iCE1tW. Date � r ject Name P ojy�cf No. Location C{�' �� t�,� Weather 3 (, i'! — ram. c M r'ci a ity Bldg. Pe it No. En in r/Arcg f 11 /iCG � �S' CI' qt Owner , na G� Ge eral C nfracto0uperi tennr a ! r Earthwork Contractor/Su erintendent J o I.S-C-e IFITIONAL TESTS REQUIRED: ❑ YES ❑ NO WHERE? ' 1 �� �/ /1 �` - v vv COPIES TO: 1. �'i ��� �� FIELD REP: L�[ill���`� LZ"� te� • G. DATE MAILED: C C D I A 209 } - MAc Rt �S /' �LuZ?� /UW/f �'// a ez ' Field Report subject to review by AESI Project Manager 4qm AFSI FRL. rev 312006 /B"A ROD DFUILED DITO tL OSTRIG FOUNDATION IALL _: k :T W/ EPDXY I k (n( n_nn�err�u EPSONG GARAGE [7 ;HEDULE WOOD SUPPORT POST •- 2-2c STUDS 2-L_ STUDS 2-L_ STUDS 2-2,_ STUDS 2-2,- STUDS 6.6 MOW POST TOGETHER W/ 16%. AT 4'OC iD TO POSTS W/ 10'HI PER DETAILS T 14 AT 12'OC --/' \ 13 NOSING BAR (TYP) (4 UNDER EA FUSER DOWEL HORIZ BARS INTO ADJACENT WALLS W/ 6' EUBED ; 1 I I - I , ,1 2 fS I - _�"_�/jf 1 16/ I I CONCRETE STAIR DETAIL q 3 -}f � EXTERIOR STAIR ON GRADE -SO SCALE: 3/4"= 1'-0'lk �L i I ) �'�) ,} r " . I RUN SUB OVER il� FWNDATICN WALL I I I AT DOOR OPENING �-r � : l I 11 � J• J 1 � G L. 4" SUB ON RE ME W/ 6,6 1 Uj I I I TOP or STAB WIRE DEAN I , 1 TOP OF SLAB ELEVATION 126 5 EXIST. FDN �r-,� �., 2 SCALE: 1"= 1'-0"---------'-------- I t I L _ - � I TIE REBAR 10 EJa57U1G WALL W/ 15 % 2'-6" DOWflS 0 j I 3 1 FOOTING k HORIZONTAL WALL REINFORCING. DRILL INTO I 1 2 N EXISTING WALL NID SET W/ EPDXY, 1' NBED (1P. 4 $I tea" I 1 REDDYE aN OF FOUNOAiIaI `1 I WALL WIRED FOR NFW DOOR _______________ _J I COMING FOUNDATION WNL _ i 1 Z 1 I I I I , n DE REBAR 10 EXISTING WALL W/ 25 X Y-6' DOWELS 0 WALL AN NTAL WALL REINFORCING. DRILL INTO EnSNIG WALL AND SET W/ EPDXY, /' E?NBED 11P ; J I I I I I I I I I I I I ____________________________________________________________________ I I _________________________________________________ - 1'-o',Y-6-WDE W/(2)i5 TOP @(3) 1 I ____ -/S BOTIDU W/J4 TIES 0 1T OC I I Eki$TIIlG CONCRETE WALL EXISTING iW1ING5 BELOW 1 BASEMENT BEARING WALLS I __________________________________________________________________ ____ ____ 1 ------------------- 2k6 0 16' O.C. STUD WALL I PE REBAR 10 EASTING WALL W/ (3) T5 ; I % 2'-6' DRILL INTO EXISTING WALL MID SET W/ EPDXY, 4' EUBm I I j I I I � I 1 , I I TIE REBAR 10 EXISTING WALL W/ f5 % - " I 1 Z_6' DOWELS 0 FOOTING h HOMZONTAL t`B I , WALL REINFCRONG. DRILL INTO TASTING I 1 1 WALL AND SET W/ EPDXY, 4' ELBED TYP , 1 51 DE REBAR TO EXISTING WALL W (2) j5 I I .�� 0$1LL INT .EA 1WG WAD A D N SET W/ EPOA�1'-.1�EE. 1 6" V4175 I ` EXISTING FWNDATICN WALL I I 11 I I 1 I I ( I TASTING FWNDA1lON�Al11 I I I I � lA. I I 1 , y0 0Y' I I l ; � b+b �`+� I I DECK SUPPaiT ONLY, SIID IF N �___-�---------�J WDE W/ (2) 15 TOP 8 yP OERTRQITIu SEOUIRED IN ETiIIIENTE OUC O L' a _-__-_-__ h- 6J )BO7TOD W/(3 TIES O1T' CC. -I Y-1',I'-1 :10' THICK SUP SON CBO FOUNDATION PLAN NOTE: BOTTOUS OF ALL FOOTINGS TO BE S LOCATED 1'-6' WH BELOW FINISHED GRADE - SCALE: 1/4-= I'-0- I LA L_. C -e c v,S C'1 cwr, f/ cwzu clo r `lo J �c vt-� O r vi ^fir L.tC 911 Fifth Avenue* Suite 100 ICirldand, WA 98033 425-827-7701 FAX 425-827-5424 • TO: 17 VI4,-" a'1� /b9911t1 s r;tlrrv�LS vU'� ILOX ATTN: ro AS REQUESTED BY: ,, �Abx- 1\; i C hGa1 THE FOLLOWING WAS NOTED: FIELD COMPACTION EQUIPMENT AREAS OF ADDITIONAL CONCERN: ADDITIONAL TESTS REQUIRED: ❑l YES ❑ NO WHERE?_ 0IES TO: j INJ— DATE MAILED: ' Field Report subject to review by AESI Project Manager FIELD REPORT# i 2911 1/2 Hewitt Avenue o Suite 2 Everett, WA 98201 425-259-0522 FAX 425-252-3408 PAGE _L OF J D (e P oject Name ` ln Project No. Location UC" Weather p , Municipality n Bldg. Pe mit No. a7 En ine /Arch'tect ' rY. 1 rk; Clie t wr_er G,' G n ra14o �ractor/ uperi tendent. i/ML ,i �)� C L/(S Earthwork Superintenderft FIELD REP: (/) !f (�. n � 'PROJECT MANAGER: , ELM/� `c Lvi 1(li% AESI_FRL. rev 3/2000 911 F&h Avenue * Suite 100 Associated Earth Sciences, Inc. Kirkland, WA 98033 12 425-827-7701 1V FAX 425-827-5424 FIELD REPORT 41 FIELD REPORT # TO: wc� C- ATTN: AS REQUESTED BY: THE FOLLOWING WAS NOTED: 2911 'A Hewitt Avenue - Suite 2 Everett, WA 98201 425-259-0522 FAX 425-252-3408 PAGE OF Project Name 4411tV2441d Project Location J Weather Mupid r7"ty Bldg. Pefmit No. /7 1,411 1/f t;pFOXC)'J Cliepl�ner , orAuperinfend t !rrc� contractor n forthwork Contractor /Suporintenden't AV & /4, 7 141 j" �P- r :K 'k FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: ONAL TESTS REQUIRED: ❑ YES ❑ NO WHERE? COPIES TO; FIELD REP. DATE MAILED: K I NO *,PROJECT MANAGER: Field Report subject to review by AESI Project Manager AE . SI-FRL rev 312006 Associated Earth Sciences, lnc. • ;, T;x i 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Ll • Chris Hammond 15605 75°i Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: Drainage i S , MU, ��r •y� Imo, r M. JAR City of Edmonds Permit No. 20090101 Pape I of I Date Project Nana 1 Project No. 9/28/09 Hammond Addition KE080287A Location weather 15605 75"' Place West Sunny 70 (leg Municipality Report Number City of Edmonds 5 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Contractor/Superintendent Earthwise/Steve Contractor informed Lis earlier today that they were backfilling with drain rock today over the footing drains. We arrived onsite this afternoon. Contractor had placed drain rock over footing drains and enclosed with filter fabric. We recommended that they place more rock behind the retaining wall, over the footing and part way up the wall Currently covered by MiraDrain. The contractor anticipates only 5 feet of total backfill behind the garage retaining wall. Placement and Compaction of Structural Fill At the time of out- arrival, the contractor was backfilling the new stairwell wall and the .garage slab area to achieve up to approximately 3 feet of fill. Fill was being placed and spread in less than 1 foot thick lifts with the excavator and being compacted with a jumping jack. Soils consisted of brown sand with some silt and appeared to be close to the optimum moisture content. We informed the contractor that the plans listed compaction as one of the items to be inspected. The soils were in a firm and unyielding condition, based observations made visually and with a % inch diameter, steel soil probe. The Current fill layer could be probed with some effort under full body weight to the previously compacted layer. The contractor was only'making one pass with the jumping jack so we recommended that they start making two passes. They planned to remove the partially placed loose lift, recompact a second time and then continue. I informed the contractor that we would collect a sample of the soil and come back another day to test compaction at the Subgrade elevation. We tentatively scheduled for Wednesday (in 2 days). COPIES TO: FIELD REP.: Scott R. Hannah, P.E.G. l C� tZ-1I DATE PRINCIPAL/ PM: G. Aaron McMichael, P.E. MAILED: OCT 7 2Q0q (yv!/( Associated Earth Sciences, Inc. ,r 911 Fifth Avenuc, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: • • Chris Hammond 15605 75°i Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: Drainage City of Edmonds Permit No. 20090101 Pane I of') Date Project Name Project No. 9/30/09 Hammond Addition KE080287A Location Weather 15605 75"' Place West Overcast 60 do Municipality 11cport Number City of Edmonds 6 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Clicut/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Contractor/Superintendent Earthwise/Steve As recommended, the contractor placed more rock behind the garage retaining wall. While onsite, he ran water from a garden hose into the existing slab drain outside the existing basement door on the South side of the house. IIe said that he had already tested it for 45 minutes earlier in the week and never saw signs of it back flowing. The water was run for 20 minutes this afternoon, but its destination could not be determined. The small volume of water already flowing in the existing street catch basin near the southwest property corner did not appear to increase. We understand that the existing drain located outside the southern basement door will be within the crawlspace for the new construction. The contractor said that he planned to build a short concrete wall to confine the qualry rock exposed under the new footing, which was above and near the existing south basement door. The short wall would also help block potential seepages from the quarry rock. We suggested that he allow for a small drainage connection between the quarry rock and the existing drain outside the southern basement door. Placement and Compaction of Structural Fill- South Garage The compacted soils for the southern garage slab and stairwell wall were at subgrade elevation and in a firm and unyielding condition. Three density tests were conducted with a nuclear, moisture -density gauge with compaction results ranging between 91 and 92 percent. The test locations are shown on page 2. COPIES TO: `1��1✓t t�tc, �- ctiSYt. Cyw. FIELD REP.: Scott R. Hannah, P.E.G. DATE MAILED: OCT 7 2009 PRINCIPAL / PM: G. Aaron McMichael, P.E. AAtrL'i ., /B'A ROD DRILLED INTO I USONG FOUNDATION WALL 1 El W/ EPDXY u IOLD—DOWN TO I -hold 2 EASW+c GARAGE of ,HEDULE WOOD SUPPORT POST •• 2-b- STUDS 2-2a- STUDS 2-b_ STUDS 2-b_ STUDS 2-2- STUDS 6.6 WOW POST a SCALE: 1"= l'-O" SEE ARCHT J4 AT 12'OC ' I, J3 NOSING BAR (TIN) 14 UNDER EA RISEN I DOWEL HORIZ BARS INTO _ ADJACENT WALLS W/ 6' EMBED 2 15 CONCRETE STAIR DETAIL 3 EXTERIOR STAIR ON GRADE -SD SCALE: 3/4"= l'-O" REMOTE PORTION OF I'MIDAPON WALL AS REWIRED FOR NEW DOOR CASTING FOUNDATION WALL l- N4� /�'�d;�,��, FRS 9130/0y © q20% _ �cvTiL Tca�F L��• --V�m�, oI I r-------------- ------ ��qq,<J W� w1Y1 V1iVV�J-C _I I j I C`I ^ NUN SUB OVER JC- FWIIOAPCf1 WALL I I I I I AT DOOR OPENING I I I .II 1 91B W GRADE W/ 6.6 II I 11 I I I ESH WRE M TOP Q TOP SlAO FLEVAPG7 1I6 5` \PE 11 1 I I 1 r:r2 DEBAR TO FaSTING WALL W/ A% 2'-6' DOWELS 0FOOTING k HORIZONTAL WALL REINFORCWC. DRILL IN10FASTING WALL AMID SETW/EPDXY,4'EINIEDTYP I I 4 SI ___________--- ___ ________________J I•B' 1 I 1 I I I 1 — 1 I I I TIE REBAR 10 EXTSTIIIG WALL W/ 15 X 2'-6' OOWELs 0 I I I I I I FWTINC k HORIZONTAL WALL RONFORCNG. DRILL INTO EXISnHG WALL AND SET W/ EPDXY. 4' EMITED IYP. I I I I I I I I I I I I I I I L I ____________________________________________________________________ _____________________________________________________ - 1'-0'X2'-6'W10E W/(2)15 TOP k(3) I I / J5 BOTTOM W/J4 TIES 0 12" O.C. I I r EXISTING CONCRETE WALL BASEMENARINS BELOW l// I I I BASEMENTT BEARING WALLS ________________________________________________________________ ____ ____________________________________________________________________ e ____ - 1 I 2X6 0 15, OC. STUD WALL I I FASTING WALL W/ JS TIE --6*- ®� I I L % 2'-6'. DRILL INTO FASTING WALL A110 IL SEl W/ EPDXY. 4' EMBEDV I S e6 sk�� ti>�'aft -1Xr CIR`CEn A-t �--------� el r cv>7 -. INK us TIE REDAR TO EASTIND WALL W/ j5 X - 2'-6' DOWELS 0 FOOTtTU k HORIZONTAL WALL REINFORONG. DRILL INTO EASWIC 1 WALL AND SET W/ EPDXY. 4' EMBED TYP 1 I I 51 BE fl®AR TO FASTING WALL W/ (2) JS I X 2'-6'. DRILL INTO FASTING WALL AND TYI SET W/ EPDXY. 4' EMBED 1 6' 1f3N75 I I l l I --J I EASDNG FOUNDATION WALL I I I I I I I I 1 I EXISWNG FOUNDATION WALLA II II 11 L_______ ________________J Ij jl li II l 1 Ibib�,E�\bY � - T I I �_______________J I 1'-O'.I'-C WDE W/(2) J5 TOP k DEIX SUPPORT ONLY, SHIM IF I R� °! REWIRED N III[ FUTURE CUE TO 1 ` 3'� > IL/ BOTTOM W/13 TIES 0 IT. O.0 Fs; 06TTRENTIAL SETTLMENT� L _________________�__b,J b� I'-4'XI'-4'XIO' THICKxl JJJI_( W/ (2)14 EW k 9UPSON COO rJ b� p TOGETHER W/ 169E AT 4'OC ED TO POSTS W/ 10144 PER DETAILS 21� I FOUNDATION PLAN NOTE: BOTTOMS OF ALL FDDRHGS TO BE S SCALE: 1/4-= 1'-O' LOCATED I'-6' MIN. BELOW FINISHED GRADE wai po, t CIO ssocit)ted Firth Sc' nee , lnc. 91 1 Fifth Avenuc, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 �j TO: Chris hlanunond ! 15605 75"' Place \Vest Edmonds, \Vashineton 98026 ATTN: AS REQUESTED BY John Nicholls THE 1:01-10WING WAS NOTED: Erosion Control City of Edmonds Permit No. 20090101 Paee I of I Dale Project Name Project No. 10/13/09 I•I:uuutond Addition KE080287A Location weather 15605 75"' Place \Vest Overcast 55 do IN'lunicipality Report Number City of Edmonds 7 Engineer/Architec( Marc Stubbs/ Cornerstone Architectural Groit Client/Owner lianunon(I General Contrac(or/Superinten(latt Nicholls Construction/ John Grading Cofit raCIO) r/SuperiOften dent Earthwise/Steve Onslte this morning to check site erosion control measures. The owner, Chris 1-lainmond was also onsite, but the contractor was not. Perimeter foundation backfills (non-structural) were previously completed and bare soil was still exposed. The eastern retaining wall for the new garage was only partially backfilled with about 1 to 3 feet of soil. The silt fencing is still up and the western portion (street side) of the disturbed yard area had been seeded and some new grass was growing. The perimeter of the yard still contains a buffer of the original grass. A filter sock was still present Under the metal grate for the storm water catch basin located in the driveway. We observed the existing, southeast roof down spout was tight -lined to a storm drain catch basin in the back of the house. No signs of erosion or offsite sediment transport were observed. We recommended to Chris the following erosion control measures be implemented: • Place grass seed protected with a straw cover over the rest of the bare soil areas. o Cover the small cut slope behind the house with plastic sheeting, anchored down for wind control, to protect it lroin rain erosion and rilling. Chris said they would follow Lip with the recommendations. • I t COPIES TO: \la t<tpl I �� �'1SI9. Gyvr FIELD REP.: DATE OCT 2 1 2009 PRINCIPAL/PM MAILED: Scott R. Hannah, P.E.G. G. Aaron McMichael, P.E. A4; =li Associated Earth Sciences, Inc. IN FE Nd 0 0 • Cefe6m n Over2y Vean,of Service August 31, 2011 Project No. KE080287A Mr. Chris Hammond 15605 75th Place West Edmonds Washington, 98026 Subject: Final Letter Construction Monitoring Hammond Residence 15605 75th Place West Edmonds Washington Dear Mr. Hamrnond: As requested, Associated Earth Sciences, Inc. (AESI) has prepared this letter summarizing our construction monitoring observations during the renovation and expansion of your residence. AESI's geotechnical services for the project included preparation of a "Subsurface Exploration, • Landslide Mitigation, and Preliminary Geotechnical Engineering Report" for the site dated August 1, 2008. AESI was also on site during site excavation and foundation preparation. • Our site visits during began on September 8, 2009 and ended on October 13, 2009. Please see the attached field reports 1 through 7. Our visits included observation of the following: o Site excavation and slope stability monitoring; o Foundation subgrade preparation and bearing capacity observation; o Observation and compaction testing of structural fill soil; o Foundation drainage, and; a Temporary site erosion control. A final visit to observe permanent erosion control was completed on August 31, 2011. During this visit we noted that the site soils have been permanently stabilized against erosion by placement of landscape plants, grass sod, and crushed rock. Site drainage facilities appear to be adequately controlling surface runoff and no areas of erosion were noted. Kirkland Everett Tacoma 42.5-827-7701 425-259-0522 253-722-2992 www.aesgeo.com • • To the best of our knowledge, all work observed by Associated Earth Sciences, Inc. (AESI) was completed in accordance with the approved plans and specifications. Soils work on this project now appears' complete. We trust that this letter will meet your current needs. If you have any questions or require additional information, please feel free to contact our office. Sincerely, ASSOCIATED EARTH SCIENCES, INC_'. Kirkland, Washington PQ.W �N McM�cti e" �oF ASy�tic 9� rrt b 0 i Q 90 iss��`� ��• 152 l l ' SSA O N PA- G. Aaron McMichael, P.E. Associate Engineer Attachments: Daily Field Reports No. I through 7 2 911 Fifth Avenue o Suite 100 Kirkland, WA 98033 425-827-7701 FAX 425-827-5424 TO: fj� �Y1mltlld t 5- &os —70-- Rue:e- \Mes � ATTN: 1 ( ra AS REQUESTED BY: Ob�Y� ,�1iCr/LOGdS THE FOLLOWING WAS NOTED: FIELD REPORT # 4- 2911 1/2 Hewitt Avenue a Suite 2 Everett, WA 98201 425-259-0522 FAX, 425-252-3408 PAGE —L OF J D e Z - c ,Project Name Project No nn CF Q` A. Location Weather Imit Municipality BI 9. P No. En ine /Arc h'tect . i 7 Clie t wrier G n r_al contrtor/ uperi tend nt. l y 17d (acter. J Earthwork Contractor/SuperintendLFft ' G 'et "{.a S —o lei C .P FIELD COMPACTION EQUIPMENT UTILIZED: RECEIVE® AREAS OF ADDITIONAL CONCERN: OCT ADDITIONAL TESTS REQUIRED: ❑ YES ❑ NO WHERE? G" OF ®IWIM *PIES TO: � I 2 oq DATE MAILED: FIELD REP: s/1 L! `PROJECT MANAGER: G, l f'�m 1"t'l t t J diAtIl �' (i• �, ' Field Report subject to review by AESI Project Manager AESI FRL rev 312006 40 • Associated Earth Sciences, Inc. F� ! �c'1•!'aYJ.�Ji,','!„=� <;;�;'��a'i"��iPl :!7i•r 91 1 Fifth AVCnite, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Hammond 15605 75°i Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls TFIE FOLLOWING WAS NOTED: FIELD REPORT City of Edmonds Permit No. 20090101 Page I of 2 Date Project Name Project No. 9/8/09 Hammond Addition KE080287A Location Weather 15605 75i' Place West Sunny 70 de Municipality Report Number City of Edmonds 1 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Co11b'actol./Snpel'intenllent Nicholls Construction/ John Grading Contractor/Superintendent Earthwise/Albert Onsite this afternoon at the request of the general contractor, John Niccols. He informed its this morning that they would be excavating the foundation area for the new addition and retaining wall and would like to come out this afternoon to make some observations of the exposed soils. He also said that he had reviewed our soils report and was aware that the foundation areas had to be over -excavated 2 feet below bottom of footing and backfilled with compacted structural fill. We planned to do a couple shallow potholes to observe the exposed soils before they excavated all the footing areas. We called Chris Hammond to let him know that we were starting our initial geotechnical observations today. Excavation/Temporary Cut Slope At the time of our arrival, we observed that the contractor had excavated close to bottom of footing subgrade in the proposed addition, including the new garage. In general, the excavation was on the order of 2 to 3 feet below the surrounding grade. However, the east end of the excavation was vertical and extended into the slope with a cut height of 6 feet. We recommended that the temporary cut be benched above 4 feet. The contractor platmed to comply. Foundation Over -excavation The contractor excavated two spots on the perimeter of the proposed addition to a depth of 2 feet below bottom of footing. We evaluated the exposed soils visually and with a % inch diameter, steel soil probe. The soils consisted of sand with some silt that could be penetrated with a fair amount of effort to 4 feet deep with the soils probe. We recommended to the contractor that they attach a vibratory plate (to be delivered to the site tomorrow) to their Case 580 backhoe and re -compact the soils exposed in the bottom of the over -excavated footing areas to a firm and unyielding condition and that we would like to be onsite to confirm. Once the exposed soils were re -compacted to a firm and unyielding condition, then they could backfill with onsite soil or an import of choice. We discussed the re -use of the onsite sandy soil and whether it would be acceptable (able to meet 95% compaction) for re -use as fill given the existing moisture content. At the time, we could not determine whether the moisture content was close to optimum, so we suggested that they try to re -use the onsite soil in one area to see if it could be properly re -compacted. Alternatively, a 2 to 4 inch quarry rock or similar concrete recycle could be used for backfilling the footing areas. The contractor said be would discuss the use of an alternative material with the owner, if necessary. We collected a sample of the onsite sandy material for a laboratory Proctor analysis, in case the material will be used. Temporary Erosion Control Silt fencing was installed and embedded along the southern and western margins of the work area where the potential for offsite sediment transport was a potential. The contractor requested that we return to the site tomorrow at ipm. FIECEIVE213 SEP 22 2009 DEVELOPMENT SERVICES CTR. COPIES TO: FIELD REP.: DATE PRINCIPAL / PM MAILED: 1nn9 Scott R. Hannah, P.G.G. VT—) G. Aaron McMichael, P.E. la • • • al"'i � ; CPA I1 EXISTING �c no II' BUILDING J \ \ \� I� "956TH ST SW -- SO SID !0 LI ><- I 'a 2O.02j I 1 / C7 I z I I Q ui � �S 03 I � 4 w I M O � ✓ 0 z I I I )—� so SO — SO --� SO — II LINE FROM �ESTERN MOST POINT5-' \T_ I i l I ) ro OF ADJACEN F HOUSES \\ I I I f f f S88'O9'43'E _ _ `I I �)12O.0O'(C)(D) - ___ \ \ \I p_129 I' 1 A I,Tl JP I --------- /ExxI SppING CON/C / OI OOF N VERHAN I M (ISTING�I 1 i ;AVEL. ( l F I i o mil z All 810 q eel' 1—\ ROOF OVERHANG}ty�(Q EXISTING BUILDING I I)( I I I I 'I SITE PLAN SITE SCALE 1'- 10'-0' w A-125 0=125 C-129 0-128 AVERAGE ACTUAL wain MAX. HT. ALL ROOF EXCEPT GLAZING 384.5 SF / EXMM 1209 OOSOO 9m ZONING AS 11,I ffu LOT CO' 20005 SRC EOSSW G19A DOSWIG FIR TOTAL FM E705T010 CAI TOTAL EIDSRRC PO GFW10 TOTA NNEFIRSTWLOOR BB SEEING FLO TOTAL FLOG GARAGE TOTAL OEM FIR51 ENTRY PORC OECC SECOA GRA11O TOTI PRO,, 0WNER: ARCHITEC STRUCK ENGINEEF 1hds �1' Al. A2 A2 A3 A3 A4 A4 A4 A5 AS A7 SI S2 S, s, ss RECEIVED SEP 22 2009 911 FifrhAvenue ^ Suite Loo Associated Earth Sciences, Inc. 291� iiF Y1S CTR. Kirldand, WA 98033 EvR�ONDS • FAX 425 827-5424 FIELD REPORT FAX 425-252-3408 FIELD REPORT # 2 PAGE I OF TO: 115 O S 7 "5 Lice 14yk " �Gc�l�y�csy►F� t/V`AL9 �Z ATTN: AS REQUESTED BY: THE FOLLOWING, WAS NOTED: Date .q P oject Name P o'ect N Loc fi 9 O 15 J V Weather 0 O Muni 'polity 3/ e F,4P"dkdx Bldg. Permit o. ®DI c Engin r/Archit t rt S lie f Owner Gar ra C trget Sup inten ent �vhN A "ds �j , YV Earthwork Contractor/Superintendent l !�'f / JAa42- C4-7 O T - R to, E-Al &r/ I �iR� GZtit a lil s G8 ®� (/�/�! (%✓I S' ,/ L t, C�/yl (/o/' 6%li/a� Ar 47, 799 644.0 ( 44) P K/' -,,.Air, A Z- 2 / GI ,row b}e L-tj 7%o- _ . u2 &4w47 do, b«ck 04 a cad-l-z v V DATE MAILED: S L n 1 4 Z0 9 `PROJECT MANAGER: ��.//�r,,�� r ' Field Report subject to review by AESI Project Manager AESI FRL. rev 3/2006 -J e e s A d r.�16F/�/�IvLE jm d�y`j th /i �4 WD00 SHEM WALL 1L SEE AREHT 9 NO C/y 7/8'A R00 I /1 AT tYOCjj��Y p NOSING BAR (TYP) a,,k A f I to cl w LEH (4uN0muRISER ' ;Y „J t//( �llCi✓i -------------------- - � --1r---- 1 S Cf��S - -----� sTDD HDae i DD'Aa xaTrz BARS INTO ADJACENT WALLS W/ 6' EMBED — i 1 -- I I $'AOANG Eldti 1{D08 WALES STUDS PI 2 i5 16' I 'Y^I` I „_______________________________________ t 1 II q�. I I I k. I 1 { I 3 CONCRETE STAIR DETAIL EXTERIOR STAIR ON GRADE —SD SCALE: 3/4"= 1'—O" I II t II J I i I RUN suD OVER II 1 I FOUNDATION WALL 11 1 14 t II AT DOOR OPENING �I I IV$ ROD DRILLED INTO OSTUIG FOUNDATION WALL 4 '� I I I 4' SLAB 04 GRADE W/ 6A6 I I 1 ET W/ EPDXY U 1 p�Jj I I I WZgxn8 WRE MESH I I I IOLD-DOWN TO EXIST. FDN '; OPOiELABEIEYATIO1,1b5` 1 . I 1 -hold 2 SCALE: 1"= I'-0" � - ----------------- I $1 i 3 TIE REBAR TO EXISTING WALL W/ /S X Y-G DOWELS 0 j I -FFFK1 FOOTING h HORIZONTAL WALL REINFORCING. DRILL RITO I E MITUM WALL AND SET W/ EPDXY, 4' EMBED TYP. I /� REMOVE PORTION OF FOUNDATION I t=6' I WALLAS RECURRED FOR NEW DOOR EXISTING GARAGE EMOUN SRNG FOATIDN WALL_ ___ Qp' r - �• 1 I I 1 TIE REBAR TO EXISTING WALL W/ /5 % 2'-6' DOWELS 0 i I I i FOOTING k HORRONIA. WALL REINFORCING. BRILL INTO I EXISNIG WALL AID SET W/ EPDXY. 4' DJUED TAP. 1. • I 1 I I ____________________________________________________________________ ---------------------------------------------------------------- 1'-0'r2'-6' WIDE W/ (2) 15 TOP B (0) I I FS BOT10M Y!/F4 TIES B 1Y' OC. I EXISTING CONCRETE WALL EXISTING FOOTINGS BELOW 1 BASEMENT BEARING WALLS I J 1 -- - 2X6 0 16' OC. S1UD WALL - RE REBAR TO MISTING WALL W/ (I) FS I I I- --� X 2'-6' ORTLL INTO EXISTING WALL AND t 1 I SEE W/ EPDXY. 4' EUBM I t �aStl i i----_-__ I t l RE REBAR 70 CASTING WALL W/ 15 % I Z'-6' DOWELS 0 FOOTING A HORIZONTAL t'S' I WALL REINFORCING. DRILL INTO EXISTING WALL AND SO W/ EPDXY. 4' EMBED TYP I I 51 _ 71E REBAR 10 EXISTING WALL W/ (2) /5 I I H E D U L E % 2'-6'. DRILL INTO EXISTING WALL AND SET W/ EPDXY. 4' EMBED t Typ VENTS 1 I $1 I I YJOD SUPPORT ---'I POST I I _•� L - - - - - ---------- I •• EXISTING FOUNDATION WALL I I 1 1 I I I I I I I 11 I I II L_______ ________________J 2-2_ STUDS/ EXISTING FOUNDATION NALLI I 11 1 1 11 �I Ii ,[t II l 2-7- STUDS I I 4 I I Oq pY' I 1 2-71_ STUDS I "� I I �Q_ _ _ _ J I 1'-o'.I'-6' ME W/ (2) /5 TOP k t DECK SUPPORT ONLY. STUN 6 R� q REWIRED IN THE FUTURE DUE ro I ' A . I BOTTOM W/p TIES 0 12' OG 2-2, STUDS bb� t DIFFERENTIAL SEi1WENT L ______________On'op .J 2-L_ STUDS .6\ )14 EW & SUP 6s6 WIND POST St 1 � J t x � W/ (2)/1 EW @ 9MPSO4 COO 3-2.- STUDS x R-ate 'APR Ste W/ 15% AT 4'OC EO To POSTS W/ 10% PER MiALS € FOUNDATION PLAN NOTE: BOTTDMS OF ALL FOOTINGS 70 BE g LOCATED 1'-6' WN. BMW FINISHED GRADE SCALE 1/4'v 1'-0' 911 Fifth Avenue o Suite 100 lCirldand> WA 98033 425-827-7701 FAX 425-827-5424 FINELD REPORT FIELD REPORT # TO• ��? /.b J4vl,-,v go 1.10 ATTN• AS REQUESTED BY: ` q �� J �tn R7 4VI lk> THE FOLLOWING WAS NOTED: Gt,—,a. w►'/Y FIELD COMPACTION ADDITIONAL TESTS REQUIRED: El YES �; ❑ NO WHERE?_ IDOPIES TO: Le � �gZ �°"L 4 Q / O C _ DATE MAILED:_�I Field Report subject to review by AESI Project Manager SEP 22100f 2911 Q iQ-%RME, Everett,,C��y 9UPMONDS 425-259-0522 FAX 425-252-3408 PAGE f OF 2 Date ,n Q S e r ject NNameJ .,; p•' JAID, P DLQct No. iC.� ,27 6 Location t , A ee Weather M njcipa ity © �vbi dnc,S Bldg. Pe it No. © O En in r/Arc ite t /Pcc " i .�5 1 ./S7vr� C ' t Owne /1 / G4 Ge eral C ntr�jctor uperi tend IV �7 Q 1 CS /Ytt!�[ rl� e Earthwork Contractor/Su erintendent r L OC&ZA . FIELD REP: �SGfjy1 `� Y-4�,nz4 r ' fZ G. ERt 5 f4ar,1. A.Al ",/W-( 4,Apq AESI_FRL rcv 312006 V .I /0'I R00 DRUM INTO I F OSTPIG FOUNDATION WALL T F E1 W/ EPDXY U IOLD-DOWN T01 I EXISTING GARAGE ,HEDULE WOOD SUPPORT POST .. 2-h- STUDS 2-2._ STUDS 2-L- STUDS 2-2.- STUDS 2-2.- STUDS 66 WOOD POST 3-b- STUDS W/ 161H. AT /'DC IS W/ 101TM PER W %r�s�aY7� �IUfii� SCALE: 1"= 1'-O" 14 AT 12'OC-/fit} /3 NOSING DAR (TYP) 14 UNDER EA RISER tn DOWEL HDRR BARS INTOADJACENT WALLS W/ 6' CONCRETE STAIR DETAIL 3 EXTERIOR STAIR ON GRADE -SD SCALE: 3/4"= 1'-0" I �I "(D`Ajd `0jl I 1111111 -rq3 /T - FOMDATON �,�,/ FOR NEW DOOR EXISTING FDIMDATIO14 WALL ?7w-pa�;e t iv�w ov s (iYZu;eti�l ______________ ___________________________________________ \.--______-___ EXISTING CCNONETE WALL EXISTING FOOTINGS BELOW - - _ BASEWENT BEARING WAILS ___________________________ ------------------------------------- __________________________________________________________________ TIE REBAR TO EXISTING WALL W/ (3) 15 X 7-6' DRILL INTO DOSOIC WALL AND 50 W/ EPDXY. A' ELIDED REBAR 10 EXISTING :.S:.DgILL IN' W/ EP03Y;.4'f Elk EXISTING FOUNDATION WALL /// I I I, I I I EXISTING FOUNDADDN ALLI 1 1 1 1 1 1 II II 11 1 I I Qz / 1 I I a� 6Y I V�DECK ORT OILY SWM IF L ------------------ 0 -----------E F71 RE DUE QUIRM TI+SETTl1AENT �' y �,- 14\ 1'-4%I'-1'.T0' THICK W/ (2)N EW k 9MPSON CBO t I 1 t I I I I I .- RUN SLAR OVER ✓ • ill eel, , -"`t..6 _,J-_'C,J�,��'I"I(/�(• / jI.,•l I'll: FOUNDATION WALL -tie. ATDOOROPENING 1' SUB ON GRADE W/ 66 �l V r/ 11 W2.9.W19 WRE YESi C II I -\j TOP 11 SUB ONTION 1215 , ]Pqt S 11 1 I I I 1 -TIE REBAR 10 EXISTING WALL. W/ 0 X 2'-6' DOWELS 0 1 I FOOTING h HORIZONTAL WALL REINFORCING. DRILL INTO I I EXISTRIC WALE u10 SET W/ EPDXY. A' CURED TYP. 1 I I I 4 51 I 1 I - I I I I I 1 TIE REBAR TO EXISTIIG WALL W/ 15 IT Y-6' DDWELS 0 I I FOOTING k HORIZONTAL WAIL REINFORCING. DRILL VITO I I EXISTING WALL. AND SET W/ EPDXY. /' mom TYP 1 I I I I I I I I I I I I I I t'-O'X2'-6' WOE W/ (2) /5 TOP A (3) 1 1 15 BOTTOU W/14 TIES 0 12- OC I I 1 I ------------------------------- I ________________________________ , I 2X6 0 16' O.C. STUD WALL I I I , I , I , I , 1 I I I � BE ILETJAR TD EXLs10Ic WALL w/ 15 x hal - Y-s' REWFONCIDOWELS 0 FOOTING a HDRIZONru 1`B• 1 , WALL IG. DRILL INTO EXISTING I 1 WALL AND SET W/ EPDXY, 1' EMBED TYP I I 1 � I 8'.16' WHTSVS,I TYP L------------.. I I I eke ®o _FOUNDATION PLAN NOIE BOTTOMS OF ALL FOOTINGS TO DE & SCALE: 1/4'= 1'-0' LOCATED 1'-6' UIN BELOW FINISHED GRACE fi' WOE W/ (2) 15 TOP 8 W/13 TIES 0 12' O.C. co r l/ ce - co C�ecl R 911 Fifth Avenue, Suite 100 Kiddand, WA 911011 • 425-827-7701 FAX 425-827-5424 Associated Earth Sciences, Inc. TO: ales i 5o5 Rage Wes —12-amend UVA 'IkO(y ATTN: ASREQUESTED BY: 3-A0 THE FOLLOWING WAS NOTED: FIELD REPORT FIELD REPORT # 2911 Vi Hewitt Avenue - Suite 2 Everett, WA 98201 425-259-0522 FAX 425-252-3408 PAGE OF -L ject Nam P= 74 & Location Weather 0 qnnQ- ALI 'S Munic ilily67 / rw C401zA7WJ Bldg. Pqftit No. 20gge) I) En I Arc. . . . / , ; CI17=( Gnrol ontractor/1pe aifend n, J Al'i Earthwork Contractor/Superintendsift �2dle- L (1 ALI t f 0 D -MAJ11 eM a N I afl k t�'IAZ "nor � �IW-Ile JUIVI 44 .9 .,),o C, 1 i t-&Ve f /Y / a 1"40 hr%N4)h') irPJ,11A 412 le- c( Vo �Irj, r 6--il FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: •DDITIONAL TESTS REQUIRED: 0 YES ❑ NO WHERE? COPIES TO: FIELD REP: DATE MAILED: *PROJECT MANAGER: 6, Pit Field Report subject to review by AESI Project Manager ACCT VDT —vinm 0 • Associated Earth Sciences, Inc. . f: c t:% rlrtN.rr .?� y�',•u'r ,.•i���f iY'! � iY J 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Hammond 15605 75"' Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: Drainage FIELD REPORT City of Edmonds Permit No. 20090101 Page I of I Date Project Name 1 Project No. 9/28/09 Hammond Addition KE080287A Location weather 15605 75"' Place West Sunny 70 de Municipality Report Number City of Edmonds 5 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Contractor/Superintendent Earthwise/Steve Contractor infonned us earlier today that they were backfilling with drain rock today over the footing drains. We arrived onsite this afternoon. Contractor had placed drain rock over footing drains and enclosed with filter fabric. We recommended that they place more rock behind the retaining wall, over the footing and part way up the wall currently covered by MiraDrain. The contractor anticipates only 5 feet of total backfill behind the garage retaining wall. Placement and Compaction of Structural Fill At the time of our arrival, the contractor was backfilling the new stairwell wall and the garage slab area to achieve up to approximately 3 feet of fill. Fill was being placed and spread in less than 1 foot thick lifts with the excavator and being compacted with a jumping jack. Soils consisted of brown sand with some silt and appeared to be close to the optimum moisture content. We informed the contractor that the plans listed compaction as one of the items to be inspected. The soils were in a firm and unyielding condition, based observations made visually and with a''/2 inch diameter, steel soil probe. The current fill layer could be probed with some effort under full body weight to the previously compacted layer. The contractor was only snaking one pass with the jumping jack so we recommended that they start making two passes. They planned to remove the partially placed loose lift, recompact a second time and then continue. I informed the contractor that we would collect a sample of the soil and come back another day to test compaction at the subgrade elevation. We tentatively scheduled for Wednesday (in 2 days). • COPIES TO: FIELD REP DATE MAILED: OCT 7200g PRINCIPAL / PM: Scott R. Hannah, P.E.G. �{ f G. Aaron McMichael, P.E. 0 • Associated Earth Sciences, Inc. !'.�1i'I'lrr;lN�:c j �/;!',•u�r;n�.ii7•r�l. . i 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Hammond 15605 75'" Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: Drainage FIELD REPORT City of Edmonds Permit No. 20090101 Page Iof2 Date Project Name 1 Project No. 9/30/09 'Hammond Addition KE080287A Location Weather 15605 75" Place West Overcast 60 de Municipality Report Number City of Edmonds 6 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Contractor/Superintendent Earthwise/Steve As recommended, the contractor placed more rock behind the garage retaining wall. While onsite, he ran water from a garden hose into the existing slab drain outside the existing basement door on the south side of the house. He said that he had already tested it for 45 minutes earlier in the week and never saw signs of it back flowing. The water was run for 20 minutes this afternoon, but its destination could not be determined. The small volume of water already flowing in the existing street catch basin near the southwest property corner did not appear to increase. We understand that the existing drain located outside the southern basement door will be within the crawlspace for the new construction. The contractor said that he planned to build a short concrete wall to confine the quarry rock exposed under the new footing, which was above and near the existing south basement door. The short wall would also help block potential seepages from the quarry rock. We suggested that he allow for a small drainage connection between the quarry rock and the existing drain outside the southern basement door. Placement and Compaction of Structural Fill- South Garage The compacted soils for the southern garage slab and stairwell wall were at subgrade elevation and in a firm and unyielding condition. Three density tests were conducted with a nuclear, moisture -density gauge with compaction results ranging between 91 and 92 percent. The test locations are shown on page 2. COPIES TO: hn N iLI/wliS J0l vl ritt;l.. @ &Wfl. C0%FIELD REP.: DATE AILED: OCT0 7 PRINCIPAL / PM: ZOO9 Scott R. Hannah, P.E.G. G. Aaron McMichaelG. Aaron McMichael, P.E. No ROD Daum wro - GS1MG FOAUAION WALL :T M/ um IOLD-DOWN T( -hole t i.-.. CPS1No GANACE (v ;HEDULE WOOD RPM POST .. I-7>L SRm Z-Ox_ SOODS X-b- SODS 2-Zl SEDS Z-b- SEDS 6.6 MXO POST •.. • 3-Zt STIRS M/ 16WA AT COC W fi / NP,Y PER w•?. 14 AT It«-- 1 7 J3 Nowc; BAR tm �j' 14 IRDER EA RSER ' -.1 TD11FL IDRQ BARS KTO — AOLACDIT WALLS W/ C DOW Zq 1�mmmd AeSj*'��K R46 913o f o� Brio W PA- P9 2d � 2 w © V'yo - D• vut!l T Cxc. c,D C04'prMac f' 6 1 I 1 ' I 1 1 1 CON T Al ' 3 EXTERIOR STAIR ON GRADE -SO SCALE: 3/4'. 1'-0• i iy 1 �I 1 II Q tl ' II •DAL g 'N • I SCALE: V- l'-0' n----- ---- �----- REMO E POITROI OF FOUNDATION `•—� MALL AS REUKO FOR NEW DOOR USING FomADOM WALL I 1 1 --------� --- --- - _I . 1I 1 1 I I I �1I n I RIEDIL 11 I AT AT 0001 OPENED DOORO I 1 I II 1 4- IRIAOC W/ f.6 II 1 I 1 1 SAE ON WZII�VLOTRMESH 10P OF SAE OVATION tlf S I1 II I 2 d ' SAE ROAR To DOSEWD MALL W/ IS 1 r-6' TNMAS O TOOK A HORIZONTAL WALL RONFORDNB ORAL "To I 1 I COSTING WALL AND SET M/ UW. C EWDEO TTP I I 1 •1 I ------ T 1.e• I I 1 1 - I 1 1 I ------------------- - ----------------- ----------------------------------------------------- ------------ EnSONG OOMOM WALL DDSM FOOMIGS 910M BMALLS ----------------------------�BASW011 --- -------------------- -------------------------------------------------------------------- TIE R[BAR To EXISIN S WALL W/ (3) 13- X r-E" DREL NTo DOSING MALL AND SET W/ OOXT. r DINED 9. P,gshh5 door Dmm FOMIDARON WALL I I I I DOSTMG fOMDAWN NALLN ; II II 1 1 I , I 1 I , I ,F� DECAL 9 PORT OAT, 94W W I 4 REORRED N iNE NTM OME TO I _'P ,(.• DWTOIEXOAL. SESNIEIIT L , TIE NMAR TO USING WAIL W/ 13 X Y-V OOKLS 0 FDDTIID A HOOZONTAL MALL RDNFORCN6 DALL FNTO DRSIND WALL AND SET W/ FPOSY, 4' OMOEO T1P. I I I I I 1 1 I 1•-o•.r-6" ODE M/ (3) 13 TOP A (3) J5 BOTTOM W/14 TES o Ir O.C. f - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 --- s------------------------------- I --- I I 1 I N I 1[ Oi J�i9� S•� "T------ ' I _-J I I �YCcln Aftd 'I r--------J 1 ' Crmm - wq Us DE Rmm TO DFSmIG NAIL. M/ p X r-4" Boas o moTMG A Km=AL K•e' I , WALL RONFORONC. ORU Nro DOSING 1 N 1 WALL AIO SET W/ WM, 4• EARED TIP. I N 1 I E•d6" WNTS I I 1 ' III' L------------------------J I; II I I' I 1 dk-----------WDL W/ (Z) 13 TOM A �qM BOTTOM W/p OES D if OO --------------- el* 4� I-,'d•-4•d6- RICK W/ (E)N TM A SEPSOI CIO TIE WAR TO DOS96 MALL W/ (3) 03 1 r-6". ORRL INTO DISTMG WALL AND SET W/ DNAXT• ,' EMBED iurl � FOUNDATION PLAN NOIT: BOTTOMS OF ALL FOOTINGS TO BE SCALE: 1/4". 1'-O" LOCATED 1'-6• Nm 01101 rH9E0 OM Fl A 911 Fifth Avenue C Suite 100 I(irldand, WA 98033 • 425-827-7701 FAX 425-827-5424 TO: 1�Nf1115 1:6i•YIool1f d t 5&05 ��f� � \Akgs � U1J''�U�%� i' ATTN: ra AS REQUESTED BY: �J i)41 THE FOLLOWING WAS NOTED: bY'z" el 5 FIELD REPORT # 4- 2911 1/2 Hewitt Avenue • Suite 2 Everett, WA 98201 425-259-0522 FAX 425-252-3408 PAGE -L OF J D (e P oject Name Project No �] Location r. O [ e hvek Weather Municipality {j f �" Rh BI g. P mif No. En ine /Arch'tect. Clie t carter G n ral ontractor/ uperi tend nt. -,, J d L Earthwork Contractor/Superintenderft V / 2 77 l v G I C .y-ecl �T� , r 1 "y-i G1 � �.� E� ��/','1M Pi .�P. l �-� �•�. D ld .�,� <���� 1% �'`c',r� a r�r�►r�iinrroo-e.c�n�7 flX- _- �G Ccy/tP5 cfi11-/IIa. C.P RECEIVED FIELD COMPACTION EQUIPMENT UTILIZED: AREAS OF ADDITIONAL CONCERN: r� ®C,� I 2009 ®Ey l opMENT SERVICES CTR. CITY OF ED ADDITIONAL TESTS REQUIRED: U YES L_I NO WHERE?_ OPIES TO: UU j DATE MAILED: FIELD REP: `PROJECT MANAGER: ' Field Report subject to review by AESI Project Manager AE.SI FRL. rcv 3/2006 • :associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Hammond 15605 75"' Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John Nicholls THE FOLLOWING WAS NOTED: Drainage City of Edmonds Permit No. 20090101 Pate I of I Date Project Name 1 Project No. 9/28/09 1fammond Addition KE080287A Location weather 15605 75°i Place West Sunny 70 de Municipality Report Number City of Edmonds 1 5 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Conh•actor/Superintendent Earthwise/Steve Contractor informed Us earlier today that they were backfilling with drain rock today over the footing drains. We arrived onsite this afternoon. Contractor had placed drain rock over footing drains and enclosed with filter fabric. We recommended that they place more rock behind the retaining wall, over the footing and part way up the wall currently covered by MiraDrain. The contractor anticipates only 5 feet of total backfill behind the garage retaining wall. Placement and Compaction of Structural Fill At the time of our arrival, the contractor was backfilling the new stairwell wall and the garage slab area to achieve up to approximately 3 feet of fill. Fill was being placed and spread in less than 1 foot thick lifts with the excavator and being compacted with a jumping jack. Soils consisted of brown sand with some silt and appeared to be close to the optimum moisture content. We informed the contractor that the plans listed compaction as one of the items to be inspected. The soils were in a firm and unyielding condition, based observations made visually and with a % inch diameter, steel soil probe. The current fill layer could be probed with some effort under full body weight to the previously compacted layer. The contractor was only making one pass with the jumping jack so we recommended that they start making two passes. They planned to remove the partially placed loose lift, recompact a second time and then continue. I inforted the contractor that we would collect a sample of the soil and come back another day to test compaction at the subgrade elevation. We tentatively scheduled for Wednesday (in 2 days). • COPIES TO: FIELD REP DATE MAILED: OCT 7 2009 PRINCIPAL / PM: Scott R. Hannah, P_E.G. G. Aaron McMichael, P.E. ``'� • Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Flanunond .7 • 15605 75"' Place West Edmonds, Washington 98026 ATTN: AS REQUESTED 6Y John N THE FOLLOWING WAS NOTED: Drainage FIELD REPORT City of Edmonds Permit No. 20090101 Page I of 2 Date Project Name Project No. 9/30/09 1 Hammond Addition KE080287A Location Weather 15605 75"' Place West Overcast 60 de Municipality Report Number City of Edmonds 6 Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nicholls Construction/ John Grading Contractor/Superintendent Earthivise/Steve As recommended, the contractor placed more rock behind the garage retaining wall. While onsite, he ran water from a garden hose into the existing slab drain outside the existing basement door on the south side of the house. He said that he had already tested it for 45 minutes earlier in the week and never saw signs of it back flowing. The water was run for 20 minutes this afternoon, but its destination could not be determined. The small volume of water already flowing in the existing street catch basin near the southwest property corner did not appear to increase. We understand that the existing drain located outside the southern basement door will be within the crawlspace for the new construction. The contractor said that he planned to build a short concrete wall to confine the quarry rock exposed under the new footing, which was above and near the existing south basement door. The short wall would also help block potential seepages from the quarry rock. We suggested that he allow for a small drainage connection between the quarry rock and the existing drain outside the souther basement door. Placement and Compaction of Structural Fill- South Garage The compacted soils for the southern garage slab and stairwell wall were at subgrade elevation and in a finn and unyielding condition. Three density tests were conducted with a nuclear, moisture -density gauge with compaction results ranging between 91 and 92 percent. The test locations are shown on page 2. COPIES TO: vb1r. jV i c,�wl�S J ��i� t�tl: �- @ vi>sn. CtNh FIELD REP.: DATE MAILED: 0C1 POO9 PRINCIPAL./PM Scott R. Hannah, P. E.G. S �I G. Aaron McMichael, P.E. a I_ AB'A ROD DRILLED GNTo N E OSTINC FOUNDARON WALL :T W/ EPDXY a SCALE: I"= T'-0" 9/30 /0y FRA6 P9 2 6 f 2 '1 - �cvui TGaf �. AR (TYP) /4 AT 12'OC .1 92 o /3 N09NC B• D CV • -p�Gfi fiYW /4 UNDER EA RISER BOW¢ xar2 BARS INTO r-------------------------------------------- ADJACENT WALLS W/ 6• EMBED ; _ I i I 1 2 /s ' "---------- 4 -_- - -------i t 3 CONCRETE STAIR DETAIL EXTERIOR STAIR ON GRACE -SD SCALE: 3/4 T'-0" RUN RAB OVER 0 FOUNDATION WALL 11 1 I II At DOOR OPENING II I I II II I 14• SLAB ON GRADE W/ 6,6 I t WL6aW19 PARE ME94 I kill i I TOP OF SLABELEVATION 126 5 \ - N TIE REBAR TO EXIST1 WALL W/ /$ X 4'-6' DOWELS 0 1 ' 1 i00TI11C Q HORTZdITAI WALL RFINidiCNG. 11111.1. INTO 1 I SZ I I EXISTING WALL ANO SET W/ EPDXY. 4• EUBED TEN. ; I 1 4 •1 ' REMOVE PORTION OF FOUNDA11ON WALL AS RECURRED FOR NEW ODOR ________________ _------- --------- J 1 1 EXISTING FOUNDATION WALL _____5 _________ I I I I I I 1 I DE REBAR TO EXISRNG WALL W/ /5 X 2'-6• DOWELS 0 I I FOOTING k HORIZONTAL WALL REINFORCING. DILL IN70 EXISRNG WALL AND SET W/ EPDXY, 4' EMBED TV. ______________ ----------------------------------------------------- ----------- --- EXISTING CONCRETE WALL EXISTING FOORNGS BELOW _-_----BASEMENT BEARING WALLS ____________________________ _______________-______________ ___________________________________________________________________ ,HEDULE WOW 9WPORT POST EXISTING FOUNDATION Z-LL SN05 2-2,- SIDS 2-2,- STUDS 2-2,- SRUOS 2-2,- STUDS 6.6 WOW POST ]-L- SIDS WW/ 161A. AT 4'OC POST$ W/ 1041. PER DETAILS TIE REBAR TO EXISTING WALL W/ (0) 15— X 2'-6' DRILL INTO EXISTING WALL AND SET W/ EPDXY. 4• EMBED moff e�iskv( b)laeo,t cl oor TIE REBAR TO EXISTING WALL W/ (2) /5 X 2'-6'. DRILL INTO EXISTING WALL AND SET W/ EPDXY. 4- EMBED I I I I 1 I I I 1'-0. f-6• WIDE W/ (2) 15 TOP & (D) I I -15 BOTTOM W/µ DES D 12 O.C. I I I I I ___ _____________ I I 2X6 0 16' OC STUD WALL I I ' I I I I I 11 11 (1� t I F--------J I ' RE RFBAR TO EXISTING WALL W/ /5 X '- 21-6' DOWELS O FOOTING & HORIZONTAL WALL REINFORCING. DROLL INTO DJSTING I I T WALL AIM SET W/ EPDXY, 4' EMBED TYP. I 1 SI I 1 1 0416' NONIS 1 I I ' I i I I EXISING FOUNDATION WAlllI1III' ------ Rd, . �BOTTOM o-OC.DECKSUPPORT ONLY, SHIM 6 ___-------- _--- V-6-WDE WI(2)/5 TOP REWIRED IN THE FUTURE DUE O IL S_DIFFERENRAL SETBMENT L ________________QO�_ J b 4\ -)�,// 1',10' THICK " {. W/ (2)14 EW k W"O" CEO 9 FOUNDATION PLAN LOCATED V-6 LON SOW; ISHETDDGRADE N Aer on) i * Associated Earth Sciences, Inc. 911 Fifth Avenue, Suite 100 Kirkland, Washington 98033 425-827-7701 FAX 827-5424 TO: Chris Hammond 15605 75'h Place West Edmonds, Washington 98026 ATTN: AS REQUESTED BY John NAAS THE FOLLOWING WAS NOTED: FIELD REPORT ;.0090/01 City of Edmonds Permit No. 20090101 Page 1 of 2 Date Project Name Project No. 9/8/09 I Hammond Addition KE080287A Location Weather 15605 75t° Place West Sunny 70 de Municipality Report Number City of Edmonds I Engineer/Architect Marc Stubbs/ Cornerstone Architectural Group Client/Owner Hammond General Contractor/Superintendent Nich* Construction/ John Grading Contractor/Superintendent Earthwise/Albert - Onsite this afternoon at the request of the general contractor, John Niccols. He informed us this morning that they would be excavating the foundation area for the new addition and retaining wall and would like to come out this afternoon to make some observations of the exposed soils. He also said that he had reviewed our soils report and was aware that the foundation areas had to be over -excavated 2 feet below bottom of footing and backfilled with compacted structural fill. We planned to do a couple shallow potholes to observe the exposed soils before they excavated all the footing areas. We called Chris Hammond to let him know that we were starting our initial geotechnical observations today. Excavation/Temporary Cut Slope At the time of our arrival, we observed that the contractor had excavated close to bottom of footing subgrade in the proposed addition, including the new garage. In general, the excavation was on the order of 2 to 3 feet below the surrounding grade. However, the east end of the excavation was vertical and extended into the slope with a cut height of 6 feet. We recommended that the temporary cut be benched above 4 feet. The contractor planned to comply. Foundation Over -excavation The contractor excavated two spots on the perimeter of the proposed addition to a depth of 2 feet below bottom of footing. We evaluated the exposed soils visually and with a '/z inch diameter, steel soil probe. The soils consisted of sand with some silt that could be penetrated with a fair amount of effort to 4 feet deep with the soils probe. We recommended to the contractor that they attach a vibratory plate (to be delivered to the site tomorrow) to their Case 580 backhoe and re -compact the soils exposed in the bottom of the over -excavated footing areas to a firm and unyielding condition and that we would like to be onsite to confirm. Once the exposed soils were re -compacted to a firm and unyielding condition, then they could backfill with onsite soil or an import of choice. We discussed the re -use of the onsite sandy soil and whether it would be acceptable (able to meet 95% compaction) for re -use as fill given the existing moisture content. At the time, we could not determine whether the moisture content was close to optimum, so we suggested that they try to re -use the onsite soil in one area to see if it could be properly re -compacted. Alternatively, a 2 to 4 inch quarry rock or similar concrete recycle could be used for backfilling the footing areas. The contractor said he would discuss the use of an alternative material with the owner, if necessary. We collected a sample of the onsite sandy material for a laboratory Proctor analysis, in case the material will be used. Temporary Erosion Control Silt fencing was installed and embedded along the southern and western margins of the work area where the potential for offsite sediment transport was a potential. The contractor requested that we return to the site tomorrow at. Ipm. ���s�'� ® SEP 112009 DEVELOPMENT SERVICES CTR. COPIES TO: FIELD REP.: SCo-7F /Z. 4&, NhcrA Mir. DATE MAILED: PRINCIPAL / PM: Z,kl e,f20, - u • 1 I 1 ILIeuD9evgv2vA a-z4z I Or I4--- \1 \�Zg6TH ST SWSO SD O — so —� SD --- 50 I - o N LINE FROM ESTERNMOST -P01 TS- r�r OF ADJACENHOUSES\ S88-09'43_'E ti120.00'(C)(D)- >� a Ip $ (N N I0— 1 IN IN .N 1 I I` I i A-15' - II I EXISTiN ' o I 1 CONC 1 WAILL 1 ----J L I 1 �I� � ail I EX�ST1NC 1 -cONc I� WA�L II EXISTING I IL BUILDING 1 I I F.F. ELEV ' 1 , =128.52 10' BUILDING - --9 -ERAC7XI TS__ I ( ( I I 1 , AF P -------- I / I I 1111 EXISTING V X II GARAGE �O§1N,G i I 11 1 11 F.F. 25.15V I III1 11I ., \ ---------- I II 11 11 1 1 11 11 1 ,� 111��11 \1111 1 I I I 1 1 0 1cI1 ROOF OVERHAN (I j IN EXISTING NI 1 o I \ \ \ NI o GRAVEL rn�l ` oI z II I ELEV F,F. EI�EV I 1 1 �I 2i 27' =128 I 1 ISO De 125 C=129 D-128 AVERAGE G A ACTUAL WGW MAX NT, ALL ROOF Man GLAZING U-F 3W SF / - EXIEBI.4DOOR U-FAC 120 SF TAX EAI ZONING SLOT SF 1A,Bi 1 AT nn, 3.184 SF / � DREXISTIN EMTWG BA E mml FmR TOTAL'0. DOSTINO OM TOTAL ETamc Pa GRAND TDTA �� SECOND M TOTAL FLOG GARAGE TOTAL DECKS FIRST ENTRY PORE DEG( SEC% GRAND TOT/ PRO II IL — � 1 B-125' ----- -- ----�' e1nLaMa sMnF-- '1 D-1 11 ROOF OVERHANG 11 II /1-�-s>_ 24 9�88-09-43°E= \ WALLSEXISTING BUILDING I �� q-E,IA\��—]`JY('` SITE PLAN i SITE . SCAB: 1•v TO._O. 61VED I 1 r ONEM ARCNITE( STRUCTU DONED Mds ti311 Al. A2 A2 A3 A3 M A/ AI AS AB A) SI S2 S3 SE SS SEP 112009 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS . 911 F1&h Avenue • Suite 100 Associated Earth Sciences, Inc. 2911'h Hewitt Avenue -Suite 2 Kirkland, WA 98033 Emigm Everett, WA 98201 425 827-7701 REC, : . . 425-259 0522 `FAX 425-827-5424 • SEP 112009FIELD REPORT FAX 425-252-3408 - — FIELD REPORT # I 'e7 UtVtLUrMtN I atMV1 itb U I M. TO: S ,n f 5 (o 0 S 75 TALE uj%P ATTN• AS REQUESTED BY: c t) � i�i j (..0lk PAGE _ OF Date o P ject Name n, doh P ect No. % D Loc rion �� �? Weather -70 0 [ Municipality { FE7d /S- Bldg. Permit o. C. i vn p Engin r/Archi ct Client Owner Gr aYI rJr! CJ� Ge ra Cont ctor Supe igtendent IG �lU�Y� Earthwork Contwctor/Su rintendent THE FOLLOWING WAS NOTED: k A . { .�� `. �iA C"' '1'?Sr.c�7/ LX C'�i'N+�/[rc� �U l•?'I �t 61,E �� �� r aOil It" C 4,,A / �(f ��aY/ a/1C 6 F' of 1. l e d r by / c� �r'h Aur e -y<A0 • 61,E •f `'��+ C" ��f'U ' f • o -� `.l"�Z 2 �Zi '(-z-y, f s (� T e L� Gv J° � Gt to /�. Fi � q �C G rYl i`Ye /ell, Cl Z/1.i» v 1., . AA `�!J �'JG' . C(� (l U ��,o �{ i.:! /�.✓ 7�,r�i�._ ~1/ne /i., �, �' /,Csc,I � �i,? S�1 �,7� S�U� , 7,�iQ A�IUVr.d >lZ�e. G���rsr�. e� �e �cic•,� �o G CC:r�o dw-�`�%��c" 4 "w 'ser . G /f �✓ i yt . 7v �C f & . 60 �,i� _:6U' COPIES TO: FIELD REP: �( �/` �. ypij �F" �} DATE MAILED: `PROJECT MANAGER: -K", A- • Field Report subject to review by AESI Project Manager I I I 1 I I I I I I I I I I I I I 1 I I I 1 I I I I I I I II I I I I I I I 1 I I I � I I � I I � I I I I � I I S I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q N Qr�00 v a _ 1 I 1 1 I I I I I I I I d 1 I � at I I *o I I 4N I I — L tTt L_ NltgN RECEIVE® SEP 112009 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS t 911FifchAvenue •S iated Earth Sciences, Inc. Kirkland, WA 98033 ' 42s-a27-�o1 SEP 11 2009 FAx 425-827-D24 EVELOPMENT SERVICES um. FIELD REPORT • CIIY OF EDMONDS FIELD REPORT # 3 TO• m r I5605 7,52 Glace wesfi ATTN: 1 AS REQUESTED BY:. .J J �'t Y\ IV IZkO t'� THE FOLLOWING WAS NOTED: 31.fp1 CIO 66'n a ©-4m.�.gIrm 2911 % Hewitt Avenue • Suite 2 Everett, WA 98201 425-259-0522 FAX 425-252-3408 PAGE / OF Date ject Name Pro ct No. Location n' W,96*SL4nnli Weather 0 11r P 75 njci a ity Bldg. P it No. 0 clx,d5a9 olo En m r/Arc itef t C 1 T-1—4 1 S I t he- C ' t Ow'qJner CM Ge eral C nt for upen tend t `cr � c Earthwork Contractor/Su rin ndent 0 , ASv 1CCa Va 60 1%'C( ` k -C&4Ati � rr�r cva �f o ctc� d Eck. � - ���1 c4 � U91 Z v U 1%kl> Px ,;"fle7 f G1 (JO LI r--e Ci 1 i�l Jl7 C �A' j_ �� /'h�. ?` w� l( )rbyl d e f)64.) LA---e. c,"U FIELD COMPACTIO COPIES TO: ��' CM SI rC �✓�� C� �� 7 DATE MAILED: ' Field Report subject to review by AESI Project Manager 114.6k G i/r/ FIELD REP:.GQ ll /C. l �( %IGLU') ► fZ . �7 Au ry Ac14 "(Awy oa AF.SI FRL rev 3/2006 /BY ROD DR41ID INTO - D.STING FOUNDATION WALL :T W/ EPDXY IOLD- -hold 2 EXISTING GARAGE ',HEDULE WOOD 4RPClT POST 2-2t STIRS 2-L_ STUDS 2-2r_ STUBS 2-� STUDS 2-L_ SROS 6r8J00D POST WOW SHEAR WAIL �6�'Ivhun �i 17i� V,6Q9-0;4-7 ►�y. gliolog }4 AT 12'OC--/� J 13 NOSING BAR OV) µ UNDER EA RISER ; I, DOWEL HORIZ BARS INTO ADJACENT WAILS W/ 6• DIBED 2 #5 6' . i •I �I n CONCRETE STAIR DETAIL `J EXTERIOR STAIR ON GRADE —SD SCALE: 3/4"= 1'-0" I ER I II _ _ I RUN SLAB OVER�1h` �•{� I I I R AT DOOR O WAIN f-_ f t; �' [t T I2 A i i i P AT DOOR OPDRNC `(" (J(J ( � Q 1 A II I Lj� ^" q ,* I I I 4• SLAB ON GRADE W/ 6A i II I W2.9.W29 WRE MESH SQ S II i TOP OF SLAB ELEVATION 126.5 \ I 1 1 SCALE: 1"= 1'-0" L HirmwNI 11E REBAR TO DISHING WALL W/ #5 X 2'-6' DOWELS 0 I I I FOOTING & HORIZONTAL WALL REINFORCING. DRILL INTO I I I DDSTINC WALL AND SET W/ EPDXY. 4' EMBED TYP. I I I - - 4 •1 1 1 l.9' I REMOVE OF FOUNDATION I I WALLAS FOR NEW DOOR ________________ _____ _________J I EXISTING FOUNDATION WALL ----------- ------ — 1 I •19 ; 1 I ?�,,C e p .J)./..+/, 7 ppp >� ,� n Q�% flew �T� &at. ` I TIE REBAR TO EXISTING WALL W/ 15 X 2'-6' DOWELS 0 FOOTNG k HORIZONTAL WALL RENFGRONG. DRILL INTO I WC.� ` Vv�/ �/� / Z, i EXISTING WALL AND SET W/ EPDXY, 4' WIED M. 1 I 1 I ___________________________________________________________________ ________________________________________________ I I W/ (2) k(J) I #5 BOTTOM W/J4 TIES 0 12' D.C. I I I I I I EXISTING CONCRETE WALL EXISTNG FOOTINGS BE1DW BASEMENT BEARING WALLS I I I ________________________________J t 1 I _________________________________________________________________ ____ _37 I 2X6 0 16' O.0 SnN WALL 1 i TIE REBAR TO DOSTING WALL W/ (3) 15 I X 2'-6'. DRILL INTO ETOSTING WALL AND I I SET W/ EPDXY. 4' EMBED I I I I I I I I I I TIE REBAR TO E=11NG WALL W/ j5 X _ I Y-6' DOWELS 0 FOOTING h HORIZONTAL WALL RENFCRCNC. DRILL INTO EXISTING I I T WALL AND SET W/ EPDXY, 4' EMBED, TYP. I I T TIE REBAR TO EXISTING WALL W/ (2) 15 I I X W/•��, T 1 9'�16' 14NT5 TIP. 1 I' I L----- - - - - - - - - - - / EXISTNG FOUNDATION WALL \ I I I I I I COSTING FOUNDATION II II I I I I I 11 ------- ----------------J I TO� AECEIVE® TOGEM W/ 169Y AT 4'OC o W P0515 W/ IaTN PER SEP 112009 • oETARs DEVEIC TM CTR OF EDMONDS II II II II i I I ,p I I DECK SUPPORT ONLY, SNIP 6 I iF-_______________J I 1 0•>11'-6' WIDE W/ (2) R TOP 3 �; / DDFERENTIAL SETrLwENT REOUIRED N THE FUTURE DUE1p � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _ bJ TfOY W/p TIES 0 12• O.C. rrvA THICK 1c W/ (2)µ EW 0 SIMPSON CBO zI�__J FOUNDATION PLAN NOTE: BOTTOMS OF Au FOOTINGS TO BE SCALE: 1/4'= 1'-0' LXADD 1'-6• MIN. BELOW FINISHED GRADE