|
, ..�_:_ _� ��__ ___.�..�.�._...w._� _�.._r.�.:. .�_.�..w ,�,
<br /> L.1�1�1���� ��11�J������ ��.1 1 �� �
<br /> ,
<br /> 1 . GENERAL 2. GEOTECHNIGAL 5. CqNCRE�'E REIN�'C��CER�ENT ? �
<br /> . _ E ;
<br /> �
<br /> BUILDWG CODE: ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL FOUNDATION NOTES: SUBGRADE PREPARATION, INCLUDING DRAINAGE, EXCAVATION, REFERENCE STANDARDS: CONCREi-E REINFORCEMENT SHALL CONFORM TO ALL �
<br /> AND FILLING REQUIREMENTS SHALL COMPLY WITH THE MAXIMUM
<br /> CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDWG CODE COMPACTION COMPRESSIVE REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIC?NS, AND STANDARDS, EXCE�PT
<br /> (IBC}, 2003 EDITION, AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT OR AS DIRECTED BY nPE OF CONSTRUCTION � TEST AGE WATER/CEMENT
<br /> ' STRENGTH (f c) A$ MODIFIED BELOW:
<br /> THE PORT. RA710
<br /> (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICiPAL CONSTRUCTION, ` ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br /> ENGLISH, 2006 VERSfON. GEOTECHNICAL REPORT REFERENCE: TO BE DEfERMINED ALL C1P 4,000 PSI 28 DAYS �.40
<br /> � ACI SP-66 "ACI DETAILING MANUAL"
<br /> STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCREfE" ,
<br /> EDITION IN EFFECT ON THE BID DATE, UNLES5 NOTED OTHERWISE IN THESE DOCUMENTS ADMIXTURES: ALL CONCRCTE, lNCLUQING SLABS ON GRADE, SHALL HAVE A CRSI "PLAGING REINFORCING BARS"
<br /> OR DESIGNATED BY TNE GOVERNING CODE. SOIL BEARING SURFACES AND FILL SHALL BE PREPARED W ACCORDA�ICE WATER REDUCING ADMIXTURE COMPLYING WITH ASTM C1494 ADDED (N CRSI "MANUAL OF STANDARD PRACTICE" MSP-1
<br /> WITH THE GEOTECHNICAL REPORT AND INSPECTED BY THE PORT. ACCORDANCE WITH MANURt=ACTURER'S INSTRUCTIONS. CALCIUM CHLORIDE OR WRf "WELDED WIRE FABRIC MANUAL OF STANDARD PRACTICE"
<br /> LOADS AND CRITERIA CONTRACTOR SHALL REFERENCE THE GEOTECHNICAL DOCUMENTS FOR OTHER CHLORIDE ADMIXTURES SHALL NOT BE USED.
<br /> GEOTECHNICAL RELATED CONSTRUCTION REQUIRMENTS AND MATERIALS:
<br /> VERTICAL AND SOIL PRESSURE: IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING RECOMMENDATIONS. ALL HORIZONTAL SURFACEa EXPOSED TO WEATHER SHALL CONTAIN AN ` �
<br /> �IVERE USED FOR DESIGN: AIR—ENTRAIN(NG AGENT COMPLYWG WITH ASTM C260. THE AMOUNT OF DEFORMED BARS . . . . . . . . . . . . . . . . . . . .ASTM A6�5, GRADE 60
<br /> PASSIVE PRESSURE . . . . . . . . . . . . . . .250 PSF (EQUIVALENT FLUlD PRESSURE) ENTRAINED AIR SHALL BE 5% f 1 -1/�� BY VOLUME IN ACCORDANCE WITH '
<br /> 3. ANCHORAGE EPDXY COATED DEFORMED BARS. . . . . . .ASTM A775, GRADE 60
<br /> ALLQWABLE BEARING PRESSURE. . . .2000 PSF TABLE 1 OF ASTM C94 F�R MODERATE EXPOSURE. TESTS FOR AIR CONTENT SMOOTH WELDED WIRE . . . . . . . . . . . . . . .ASTM A185, 65 KSI YIELD
<br /> ACTIVE PRESSURE . . . . . . . . . . . . . . . .35 PSF (EQUIVALENT FLUID PRESSURE) GENERAL; ALL ANCHORS SHALL BE STAINLESS STEEL UNLESS NOTED SHALL BE MADE AT THE DISCHARGE END OF THE PLACiNG HOSE IN DEFORMED WELDED WIRE . . . . . . . . . . . . .ASTM A497, 70 KSI YIELp '.
<br /> COEFFICIENT OF FRICTION . . . . . . . . .0.4 (INCLUDES FACTOR OF SAFETY = YES) OTHERWISE. ACCORDANCE WITH ASTM C173.
<br /> DEFORMED BAR ANCHORS. . . . . . . . . . . . .ASTM A496
<br /> — q S=250 PSF (TRAFFIC POST–INSTALLED ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WATER,/CEMENT RATIO SHALL �E ME�S�.IRED BY WEIGHT AND BE BASED ON TIE WIRE . . . . . . . . . . . . . . . . . . . . . . . . . . . 16-1/2 GAUGE OR HEAVIER, BIACK ANNEALED
<br /> SURCHARGE) ICBO/ICC INSTr2UCTI0NS AND NOTED ICBO–ES REPORTS. SUBSTITUTES TOTAL CEMENTITlOUS MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH
<br /> BAR SUPPORTS. . . . . . . . . . . . . . . . . . . . . . CONFORM TO CHAPTER 3, CRSI MSP-1 <
<br /> PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH AS FLY ASH AND SILICA FUME. ;
<br /> � � � � WALL ICBO—ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. REINFORCING STEEL SHALL BE P1.ACED AND SUPPORTED IN ACCORDANCE WITH CRSI
<br /> ANCHORS SHALL BE THE FOLLOWING TYPES OR AN APPROVED EQUAL; MAXIMUM AGGREGATE SIZE SHALL BE 1 -1/2", BUT NOT MORE THAN 3/4 MSP-1 . REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI SP-66.
<br /> TIMES THE CLEAR DfSTANCE BEfWEEiV REINFORCING BARS, NOR 1/5 TIMES NO BENDING OR STRAIGHTENING OF REINFORCEMENT WILL BE PERM1TfED AF fER
<br /> = EXPANSION ANCHORS INTO CONCRETE SHALL BE HILTI "KWIK BULT II" THE NARROWEST DIMENSION BETWEEN SIDES OF FORMS. MAXIMUM PARTIAL EMBEDMENT IN CONCRETE.
<br /> (ER-4627), P�WERS POWER—BOLT ON POWER STUD (ER-5225), SIMPSON AGGREGATE SIZE FOR SLABS ON GRADE SHALL BE 1 f 3 TIMES THE SLAB
<br /> WEDGE—ALL (ER-3631), OR i�W TRUBOLT WEDGE (ER-1372). EXPANSION THICKNESS. LAP ALL CONTINUOUS REINFORCEMENT IN ACC�RDANCE WITH REINFORCEMENT SPLICE '
<br /> ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR ANCHORS CAST—IN AND DEVELOPMENT LENGTH SCHEDULE, SHEET S3.1 . LAP SPLICES IN ALL PILE CAPS,
<br /> � � � � UNLESS APPROVED BY THE ENGINEER. DEADMAN AND GRADE BEAM SHALL BE CLASS B. PROVIDE CORNER BARS AT ALL PILE
<br /> 6H SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY
<br /> 0.27qs CONTRACTOR AND SUPPLIER, AND WCLUDED IN MIX DESIGN SUBMITfALS. CAP INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE EITHER; (1) A MINIMUM : ,
<br /> ACTIVE ACTIVE TRA�FIC ACTNE EARTH PASSIVE EARTH UNDERCUT ANCHORS SHALL BE COVERT DUC (ER-4846) OR HILTI HDA PROPOSED SLUMP SHALL BE ACCEPfiED BY ENGWEER PRIOR TO CONCREfE OF ONE CROSS WIRE SPACING PLUS 2 WCHES, OR (2) S INCHES, WHICHEVER IS
<br /> SEISMIC SURCHARGE PRESSURE PRESSURE (ER-5608). PLACEMENT. FIELD MEASURED SLUI��P SHALL CONFORM TO SUBMITfED GREATER. � �
<br /> PRESSURE PRESSURE ADHESHIVE ANCHORS SHALL BE HILTI HIT HY-150 (ER-5193). CONCRETE MIX DESIGN. SLUMP SHALL CONFORM TO ASTM C94.
<br /> WELDING OR TACK WELDING QF REINFORCING BARS DUTSIDE OF PLASTIC HINGE
<br /> SUBMITTALS SHALL BE SUBMITI�ED FOR REVIEW PRIOR TO FABRICATION OR NO REINFORCING BARS SHALL BE CUT TO INSTALL ANCHORS. ALL DEFECTlVE EMBEDDED ITEMS: CONDUIT AND SLEEVES SHALL NOT BE EMBEDDED IN OR REGIONS TO OTHER BARS OR PLATES, ANGLES, ETC. IS PROHigiTED, EXCEPT W�ERE
<br /> CaNSTRUCTION IN ACCORDANCE WITH THE SPECIFICATIONS. ANCHOR HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE AND A NEW HOLE PASS THROUGH CONCRETE WITHOUT APPROVAL. ALUMINUM ITEMS SHALL NOT SPECIFICALLY APPROVED. WHERE WELDING IS APPROVED, IT SHALL BE DONE BY
<br /> DRILLED A MINIMUM OF 3 BOLT DIAMEi'ERS AWAY. BE EMBEDDED IN CONCRETE. SUBMIT CONDUIT LAYOUT AND EMBEDDED ITEM AWS/WA80 CERTIFIED WELDERS USING E9018 ELECTRODES. WELDING PROCEDURES c
<br /> CONTRACTOR SHALL REVlEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. PLANS FOR REVIEW PRIOR TO PL�,CIiJG CONCREfE. SHALL CONiPLY W1TH AWS—D1 .4.
<br /> IF SHOP DRAWINGS DIFFER FROM DESIGN SHOWN ON STRUCTURAL DRAWINGS EPDXY—GROUTED ITEMS: THREADED ROD OR REINFQRCING BAR TO CONCREfE �
<br /> THEY SHALL BE SEALED BY THE WASHINGTON STATE REGISTERED BONDING AGENT SHALL BE "CONC�:��IVE 1�90 LIQUID" BY MASTER BUILDERS, MECHANICAL SPLICING OF REINFORCING STEEL BARS SHALL BE THE FOLLOWING
<br /> SHALL BE HILTI HY-150 (ER-5193). INSTALL PER MANUFACTURER'S INC., OR APPROVED EQUAL, AND �HALL BE USED WHERE NEW CONCRETE IS SYSTEMS, AND SHALL DEVELOP A MINIMUM OF 125� OF THE SPECIFIED YIELD
<br /> PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN. DIMENSIONS AND INSTRUCTIONS. PLACED AGAINST EXISTING CONCRETE. F�LACE IN ACCORDANCE WITH STRENGTH OF THE BARS:
<br /> QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED.
<br /> CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO POWER DRIVE PINS AND OTHER ACTUATED FASTENERS SHALL BE ITW MANUFACTURER'S INSTRUCTIONS, WCLUDING PREPARATION OF EXISTING LENTON (ER-3967), DAYTON/RICHMOND (ER-4028), OR BPI tER-3848) �
<br /> RECEIPT OF SUBMiTTAL. CONTRACTOR SHALL ALLOW A MINIMUM OF 10 RAMSET/RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAME�^TER SURFACES. ,
<br /> WORKING DAYS FOR REVIEW PER SPECIFICATION. UNLESS NOTED OTHERWlSE), OR AN APPROVED EQUIVALENT IN STRENGTH AND „ „ MECHANICAL SPLICES SHALL BE INSTALLED PER MANUFACTURER S INSTRUCTIONS AND
<br /> EMBEDMENT. INSTALL PER MANUfACTURER'S INSTRUCTIONS AND ICBO NON—SHRINK GROUT SHALL BE CONSTRUCTION GROUT BY MASTER BUILDERS, NOTED ICC—ES REPORTS.
<br /> SPECIAL INSPECTION, PER IBC SECTIONS 1704 AND 1707, SHALL BE WC. OR APPROVED EQUAL AND SHALL BE MIXED AND PLACED IN ACCORDANCE '
<br /> PERFORMED BY A TESTING AGENCY ACCEPTABLE TO THE BUILDING OFFICIAL ER-1639. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 1 " UNLESS NOTED WITH MANUFACTURER'S INSTRUCTIONS. GROUT STENGTH SHALL BE AT LEAST CONCRETE COVER: UNLESS NOTED OTHERWISE, MINIMUM COVER FOR REINFORCING
<br /> FQR THE FOLLOWING: OTHERWISE. MAINTAIN 3" MINIMUM TO NEAREST CONCREfE EDGE. EQUAL TO THE MATERfAL 0�1 WHICH IT IS PLACED (3,000 PSI MINIMUM). SHALL BE:
<br /> CONCRETE REINFORCING MATERIALS, CONCRETE REINFORCING PLACEMENT, WALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3" 80TfOM OF FTG, 1 1/2" TOP AND FORMED SIDES
<br /> CONCRETE MIX DESIGN, CONCRETE PLACEMENT, CONCRETE CURING, AND CONCRETE SCREW ANCHORS SHALL BE ITW TAPCON CONCRETE ANCHORS �ORM CAMBER: CONCRETE f=ORMWORK SHALL HAVE BUILT—W CAMBER TO COMPENSATE , >
<br /> ANY ITEMS EMBEDDED W CONCRETE. (ER-3370). FOR FORM SAG UNDER WEI� CONCR�TE '�0;=��. IN AQDITION TO STRUCTURAL CAMBER -
<br /> NOTED ON DRAWINGS, ONE—�<��AY SLABS SHALL BE CAMBERED 1/1000 OF THE SPAN, CONSTRUCTION GEOTEXTILE FOR UNDERGRDUND FILTRATION: SHALL BE MODERATE
<br /> STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC 1709. ALUMINUM ITEMS WILL NOT BE ALLOWED TO BE EMBEDDED INT4 CONCRETE. UNLESS NOTED OTHERWISE. SURVIVABILITY, CLASS C, IN ACCORDANCE WITH WSDOT STD SPECIFICATIQN SECTION
<br /> 9-33.2.
<br /> EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EX(STWG DIMENSIONS, CONSTRUCTlON JOINTS IN WALL ':�HALL L;E KEYED IN ACCORDANCE WITH lYPiCAL
<br /> MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL 4. CONCRETE CONSTRUCTIDN JOINT DEfAIL� SNOWN OU DRAWINGS.
<br /> DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE . '
<br /> INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS REFERENCE SiANDARDS: CONCRETE WORK SHALL C4NFORM TO ALL SUBMIT CONSTRUCTION JOINT LAYOU�T PLAN FOR REVIEW PRIOR TO PLACING
<br /> SHOWN ON DRAWINGS ARE BASED EITHER �N SITE OBSERVATIONS, ORIGINAL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: CONCREfE.
<br /> DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF :
<br /> EXISTING CONDITIONS DO NOT MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF ACI 301 "STANDARD SPECIFICATIONS �OR STRUCTURAL CONCREI�E"
<br /> EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL C�NG'ZEfE" COORDINATION: SEE ARCHITECT, CIVIL AND ELECTRICAL DRAWINGS FOR SIZE AND
<br /> THE PORT PRIOR TO COMMENCING ANY WORK. LOCATION OF MISCELLANEOUS PENCI"RATIONS THROUGH CONCRETE CONSTRUCTION.
<br /> ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING SEE LANDSCAPE ARCHITECT DRAWINGS FOR ALL SEAB AND WALL JOINT LOCATIONS,
<br /> CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE CONCREfE" GROOVES, NOTCHES, CHAMFERS, FER:TURE STRIPS, COLOR, TEXTURE, AND OTHER
<br /> IN COMPLETED FORM. CONTRACTOR SHALL BE RESP4NSIBLE FOR METHODS, ACI 311 "GUIDE FOR CONCRETE INSPECTION" �INISH DETAILS AT EXPOSED CONCRETE SURFACES.
<br /> SEQUENCES, AND SITE SAFETY PRECAUTIONS REQUIRED TO PERFORM WORK. ACI SP-15* "FIELD REFERENCE MANUAL" �
<br /> CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING OF ALL * A COPY SHALL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES.
<br /> STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS
<br /> REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL MATERIALS: ,
<br /> FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE, WITH THE �
<br /> DRAWINGS, AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. CEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM C150, C595 �
<br /> � * AGGREGATES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM C33
<br /> ;
<br /> �
<br /> �° pISCREPANCIES: (N CASE OF DISCREPANCIES BETWEEN DRAWINGS, ADMIXTURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ASTM C260, C494 AND C1017
<br /> .. ,, __ ,, ,
<br /> �I SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE FLY ASH . . . . . . . . . . . . . . . . . .A5TM C618, CLASS F OR. C • " �� � �t , � n ry��z � ,� V n ;,
<br /> **
<br /> . . . . . . . . . . . . . . . . . . . ; �� , r s � 4 � .�
<br /> Q� . � h L . J�e' „} ,3"t��r�j sl e�..�� � li._o�� f � '` ; �,.
<br /> cn STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTlFY THE _ , � �,�_' �'
<br /> � ��� �� � �,�_��_ -f_ � _�> ,
<br /> � PORT OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING. * AGGREGATES THAT EXHIBIT DELETERIOUS AC71VIlY WHEN EVALUATED IN �``��� , �� � � � �?�� � ti� ��.�`�'��� ;
<br /> � NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER `s ._. _�°�fL_�-��-����. - � � �-� �
<br /> � GENERAL STRUCTURAL NOTES. NOTED DIMENSIONS TAKE PRECEDENCE OVER ACCORDANCE WITH ASTM C33 APPENDIX XI SHALL NOT BE USED. SAND #�,�>�, E s, �,�,-:� �-,f��� �n,d � e�, �f �� '
<br /> � - � h%afir�x„d�a �.rl.�d"if'.
<br /> � SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. EQUIVALENT FOft FINE AGGREGATE SHALL NOT EXCEED 75�. � � m_ __ �____�,3, ���-F='�,�����;,'� ���t ;
<br /> �
<br /> °' ** MAXIMUM LOSS ON lGNITION SHALL BE 1%. ' ;'s_��` T J_- � � r�''t i,f�� �
<br /> � � a °t "i�4LlC t'n trS`�-€�i�AI� da �1 C?t�1r�CS c rir, ��
<br /> o SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO .THESE , _ - -ra r� ,,,n;;T,�,� ,,�.,� ��,, ��„��,?��� �� ��t
<br /> / i:s€i .' �irc:,,`�3_�:. `� _�_y � , , � �:
<br /> �, NOTES AND DRAWINGS. , , �
<br /> ,ra<��_c.� ��� .ac�,=� �,� r,�is r�u����
<br /> CONCREfE SHALL BE PROPORTIONED TO ACHIEVE A WORKABLE MIX TNAT CAN BE PLACED ' �`�` ' :'�`�``$'[rry,�`. F" ' `"�]`�" �'��"'� °"
<br /> �� � �f�tr. �;::I'"S c�.v� �__�oW����.}E_�:�,� r a;��' :'
<br /> LANDSCAPE ARCHITECT AND CIV(L: REFER TO LANDSCAPE ARCHITECT AND CIVIL DRAWINGS WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. MIX DESIGNS SHALL BE .:
<br /> o FOR FASCIA, STAIRS, CURBS, QRAINS, RAILINGS, OTHER UTILITIES, FINISHES AND OTHER SUBMITfED FOR REVIEW PRIOR TO USE. COMPLY WITH lBC SECTION 1905. MIXES SHALL
<br /> j DETAILS AND DIMENSIONS NOT SHOWN. MEEi� OR EXCEED EAGH OF THE FOLLOWING CRITERIA: ,
<br /> N
<br /> / � ,. '.
<br /> PROJECT ENGINEER: SCALE: � � � � � � � � � � � �� DWG. NO.
<br /> �- i ` I I 1 ' I ���k`� �' �C�� B. MOON AS NOTED
<br /> S � r �
<br /> � �� Q ��
<br /> G� � °ES►�NE° BY: °ATE: NO�T�I MARINA REDEVELQPMENT `
<br /> §'�� � L. LUM AUGUST 4, 20Ck� ( CIP N0.
<br /> Q 728 134th Street SW ' Sult� ZOO -cy� rr- DRAWN BY: CHECKED BY: tNFRASTRUCTURE PHASE 1 3-0-003-09
<br /> � �� °.r '��c�srER�° P
<br /> ; P.o. BOX 538 Everett. Washington 98204 �ssf���� �����? D. OLSEN B. MOON �� � � ��� ��L N �`T E S Noo�ECT PD—NM-2Q�5-06
<br /> � EVEREiT, wA 98206 �0 8/4/06 PERMIT APPROWAL/CONSTRUCTION ��,p�, aPPRov�o BY: i � ti� _
<br /> o Ph: 425 741-3800 � �:z�� >>w,� �
<br /> (425) 259-3164 ExPiREs (p (( O$� f ,� , SHEEf N0. 1 16 oF �83
<br /> JOB No. 21-04-015 N0. DATE BY REVISION N0. DATE BY RE�/ISION ,
<br />
|