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2326 MCDOUGALL AVE 2016-01-01 MF Import
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2326 MCDOUGALL AVE 2016-01-01 MF Import
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Last modified
4/27/2017 8:00:54 PM
Creation date
2/26/2017 4:58:14 PM
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Address Document
Street Name
MCDOUGALL AVE
Street Number
2326
Imported From Microfiche
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SPECIFICATIONS <br />BEFORE BEGIN CONSTRUCTION: <br />• INSTA�L TEMPORARV STRUCTURE SUPPORT (SEE DETAILS i) <br />• CONCRETE BASE BLOCK SHALL HAVE PRE-CASTED STEEL BRACKETS <br />AND NFILED OR SCREKED 70 POSTS <br />• MSTALLAANAUTOMATICSUMPUIdPINiHELOWESTSPOTAS <br />INDICAI EO UN THE PLAN TO DRAIN WATER OUT Of BASEMENT 7H15 <br />PUMP SHALL BE LEFT PERMANENT INSI�E ACATCH OASIN WHIGH <br />SHALL BE SET IN THE LOWESTAREAOF THE BASEMENT <br />• ALL WORKERS ENTERING THE WORKINCaAREA SHALL WEAR HARD <br />HATUNTILiEMPORARYSUPFORTAREINSTALLEO. <br />�URING CONSTRUCTION: <br />• CONSTRUCTFOUNDATIONFORADDITIONALPOSTSASSHOWNON <br />THE PLAN <br />• CONCRETE CEMENT SHALL �E LET DRIED AT LEAST 7 �AYS BEFOR[ <br />ADDITIONAL /PERMANENT SUPPORT POST INSTALLATION <br />• REMOVETEMPORARYSUPPORTPOSTSIiPONCOMPLETIONOF <br />PERMANENTSUPPORTPOSTS <br />• INSTALL 311JCHES OF COMPACTED SAND OR FINE CRUSHED ROCK <br />('/.' -'/.' � POR CONCRETE BASE <br />• INSTALL I1ALF INCH WATER RESIS7AN7 SHEETAS SHOWN ON 7HE <br />PLAN <br />• INS7ALL METAL MESH JVER WATER RESIS'' ��'- � ^RIOR TO <br />PAVING CONCRETE <br />o m aw�. <br />�o,�r„� <br />80�36 <br />ox ir <br />, yM " <br />V' <br />�//}�' I $CALE 1" = 4' Z �y <br />� <br />a �.�_ <br />.:�•� �' �. �[AISi SlAIR ' ��,j•a <br />INSfAIIFEW<CICO51 �A�DlPLO ✓ <br />AND3'.1'.9'&15E PAS[h1ENt �I I� <br />SC[�FiARPf iN51AllUt01 —t <br />� 11' 8451Ni11'.l. ---' <br />ORAILGC <br />� S �� p n� <br />��� �,M �111�� <br />� � �•�� <br />��.r i <br />V:'�:kP �� 1 �YiDCRlIW COYClY4ll <br />������A,�/ r'PO1FC110N—SFEUFiAIIP <br />���}/— �� INSPIIqUtOMAIIC <br />[Q.� � SUM�UMP�NBASIN <br />� <br />� <br />�i L•! 1 <br />! No��}�'��;s�z.� oEr.�,<< <br />r�rst<xarosnonnnR�+ iI P- <br />��¢re�r� ��.3�ne�hrcor+cvosinP.ortcuor� i�.___l,nrsnv�urmi�o. ,;ev.arn <br />�wvoows ttncai-s[rm*���a�a i� <br />�q � <br />__ _ __________—�__ ___ ._ _ _ _._. _ __.. <br />I <br />.r� ' . i0, RU FtoN . U?MOt[�tuiN , <br />�: �4ti }"� r;-.� � . �LSE 0' TbC� , . . <br />�i�l ��97� �i..>a2 Rdoy,i <br />%o �qX/M✓� O�� 0� <br />��R,a��//L� C.7✓l �y <br />� EXIST JOIST TO REMAIN <br />i <br />i \4X6 BEAM. � 4Xe BEAM. ' <br />I <br />� / <br />�i 3 EXIST BEAM & <br />� '� POST TO REMAIN. � <br />�� �!: . 4X4 POST, 4'-5' O.G � <br />POST, 4'-5' O.C. <br />EXIST POST BASE <br />TO BE REPAIRED <br />DETAIL 1 F <br />� TEMPORARY STRUCTURE SUPPORT �. \�� <br />BEFORE CONSTRUCTION BX8 CGNC POST BASE SET <br />9X8�CONC POST 8.4SE SET NTS OVER COMPACTED BASE <br />OVER COMPACTED BASE <br />m <br />N <br />m <br />O <br />z <br />> <br />i� <br />EXI571NG BASEMENTTO BE REPAIRED <br />�,�N �I��iA f� �% � 9��%�-� <br />36' TVP. <br />30'OC7YP. � <br />l' OCTVP.; "�� I - - 6" MINIMUMCON[. <br />I <br />�— <br />� � � . . _ ; b" MINIMUMCONC. <br />V <br />O <br />o, �_ ' j-� _ E%IST FOST B BASE <br />� � TOBEPflOTERED <br />'� p <br />-�a4RE0AR5 C% r/ �� <br />NOTE: <br />BENU NOPRONTAL REBARS <br />'� 6'AROUNUALLCOPNERS <br />L� SCALE: 1" = 12" <br />EXISf POST & BASE <br />�TO BE PPOTECfED <br />6' MINIMUMCONC. L � <br />I I j �� CONSTRIIRIONIDINT <br />� / MEfAI WIRE MESM <br />12' MINIMUMUE�TN I I /pREQUIVALENT <br />4' CONC F100X <br />r _ � � <br />—t- <br />1/3' WATEflNESISfANTSNEEf SECTION A-A �OMPAREOSAND00.CRUSH[OROCK <br />POST BASE PROTECTION <br />20" MINIMUM <br />GROM WALI <br />6' MINIMUMCONC. !.—� <br />3" ClEA0. —� I.— <br />12' MINIMUMDEPTH I 1 /Y � <br />i" CONC.ilOOA <br />10MT <br />cxisTe, f.•,.. <br />BFAM �; <br />iv9 <br />E%IST WAIL 8 <br />90UNOATION TO <br />BEVPOTEGiEO <br />]A'a24'a CONC. <br />VOST BASE \ <br />4' CONC.fLOOR <br />METAI <br />CONNCROR <br />GAW. METPI <br />CONNEITOrI <br />1-" <br />9 <br />DETAIL B-B: WALL BASE PROTECTION DE7AIL C-C: NEW POST BASE <br />SCALE: 1" = 12" <br />I 3F <br />, _. _. _ _ ..I <br />—�- <br />AUTO PUMP <br />�� 24 <br />SUM PUMP IN m conc. viooa <br />CATCH BASIN j r— <br />SCALE: 7" =12" ��'� <br />2e17 TIMBCR <br />SCNEWS, 12' O.C. <br />4' CONC. FIOOP <br />2v10 TPCATEO TIMBER <br />SLOPE 2% MAi: EXIST SANITARY SEWER <br />=' � PIPE TO BE COVERED <br />� \. <br />'-'i� �- SCALE: 1" = 12" _ . _ _ <br />--. _ - __�_-,� �_...�.y_ii . �... _ ., -._ �. . <br />CONC. BASIN <br />�{lp�� p/z�vu,J�: i'n�a� .�k.f�,�„ <br />�� —i- � -- 18' <br />�6 j�'K /{�1'� !RG � GRQ�'� <br />t_ _i'yoNax, � AcqaM PG�- %3i� /Ac <br />� l �, ��1�������� <br />�� �;y� , <br />�F�' � <br />� .` <br />�i.. _ <br />:7 '::;:;. <br />I e.31-20r2 . <br />LONG'S GENERAL CONSTRUCTION <br />NEW CONSTRUCTION & P.EMODELING <br />Licensed - Bonded - Insured <br />922 134'" St SW. Everett, WA 98204 425-346-2071 <br />
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