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<br />S ITE 0 (NAM, X)
<br />1� ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY CODE�- All
<br />REGULATIONS AND O.S.H.A. STANDARDS.
<br />1 CONTRA TOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND
<br />DIMENSIONS OF OUTD s S 'IN
<br />OOR UTILITY YARD, EXIT PORCHE , SIDE ALKS, RAMPS
<br />TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING, UTILITY
<br />ENTRANCE LOCATION&
<br />3. DIME
<br />NSIONS SHOWN, REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF
<br />BUILDING OR TO THE CENTERL-INE OF PAVEMENT STRIPING, UNLESS OTHERWISE
<br />NOTED.
<br />4, ALL PAVED PARKING L P
<br />OT AREAS WITHIN THE LIMITS OF IlM ROVEMENTS SHALL -8
<br />STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED.
<br />-ONTROL PLAN FOR THE
<br />5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIG C
<br />0TYS TRAFFIC ENGINEER*S APPROVAL PRIOR TO ANY WORK INITHtil THE CITY
<br />RtCHT-OF-WAY,
<br />6. REFER TO, B0 TION, DIMEN ON OF PROPERTY
<br />OUI
<br />IDARY SURVEY FOR LEGAL DESCRIP Sl s
<br />LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION.
<br />7� ALL QN�SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR. TO REFER
<br />TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQLAREMENTS3.)
<br />& PARKING LOT STRIPING SHALL BE WHITE,, 4j WIDE, UNLESS OTHERWISE NOTED.
<br />% CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATtONS� INCLUDING BUT NOT
<br />LIMITED 70, ALL UTILITIES., STORM DRAINAGE, SIGN% ETC. AS REQUIRED. ALL WORK
<br />SHALL BE IN ACCORDANC`E NTH GOVERNING AUTHORITIES SPECIFICATIONS AND
<br />SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
<br />10� ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,, SEED� MULCH
<br />AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. (SEE
<br />LANDSCAPE PLANS),
<br />11. CURB RADII ADJACENT TO PARKING STALLS ISHALL BE 2% ALL OTHER CURB RADII
<br />SHALL BE 10', UNLESS OTHERWISE NOTED.
<br />PAVEMENT NOTES911 (NAVIX)
<br />1. MATERIAL, THICKNESS IS COMPACTED DEPTH, APPUES To ALL SECTIONS�
<br />_H
<br />1. SUITABLE ONSITE SO[LS SHALL BE FREE OF D-ELETE-RIOUS; MATERIAL, AND MAY BE
<br />I
<br />USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECTS
<br />SPECIFICATIONS.
<br />3. FOR PREPARATION OF PAVEMENT SUBGRAM FILL PLACED "THIN 12 INCHIES OF
<br />FINISHED SUBGRADE ELEVATION IN FILL, AREAS AND AT LEAST THE UPPER 8 INCHES
<br />OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD, BE COMPACTED TO AT LrAST
<br />95% OF THE MATERIAL'S MAXIMUM MODIFIED PROCTOR DRY DENSITY (ASTM D-1557)
<br />AND SHOULD BE NON -YIELDING. FILL PLACED BELOW THIS LEVEL SHOULD BE
<br />COMPACTED TO AT LEAST 95% OF THE, MATERIAL'S MAXIMUM DRY DENSITY
<br />4� ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE WSOOT STANDARD
<br />SPECIFICATIONS, SECTION 2-03.3(14)D�
<br />5, IF ALTERNATIVE PAVEMENT SECTION WITH A.T.B. IS USED DURING CONSTRUCTION
<br />ANY FAILED AREAS THAT SHOW CRACKING UNDER EQUIPMENT SHOULD BE REPAIRED
<br />ONCE HEAVY CONSTRUCTION TRAFFIC HAS CEASED AND PRIOR TO PLACEMENT OF
<br />FINAL LIFT OF HMA PAVEMENT
<br />6� CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF
<br />SECTION 9-03�9(3) OF THE LATEST EDITION OF THE WSDOT STANDARD
<br />SPECIFICATIONS.
<br />7. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN, ACCORDANCE WITH SECTION
<br />902 OF THE LATEST EDITION OF THE WSDOT STANDARD SPEGIF[CATIONS. THE
<br />MIXTURE SHALL HAVE A MINIMUM MARSHALL STABIUTY OF 1,00LO POUNDS, LAND THE
<br />SURFACE COURSE SHOULD BE, COMPACTED TO A MINIMUM OF 96% MARSHALL
<br />DENSITY (ASTM SPECIFICATION D 1559)�
<br />8i THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN -ACCORDANCE
<br />WITH CONCRETE FOR PAVEMENT SECTION 5-05 OF' THE LAIEST EDITION OF THE
<br />_VE
<br />WSDOT STANDARD SPEC] F] CATION S. THE MIXTURE SHALL BE DE -SIGNED TO JOE F-LOP
<br />A MINIMUM COMPRESSIVE 'STRENGTH OF 4000 PSI AT 28 DAYIS WTH A 4 INCH
<br />MAXIMUM SLUMP,.
<br />9. CONTRACTOR SHALL PROMDE A PRIME COAT AND TACK COAT TO FACE OF CURB -
<br />WHERE CURB CONTACTS ASPHALT.
<br />�NAVIX
<br />BMQR�M_Df W, M
<br />0, -NO I E _%9
<br />t EXISTING DRAINAGE STRUCTURES TO BE INSPECTEED AND REPAIRED AS NEEDEDO AND
<br />IL -ASE
<br />EXISTING PIPES 'TO BE CLEANED OUT TO REMOVE ALL S-1 T AND DEBRIS. PLE
<br />REFER TO OPERATIONS AND MAINTENANCE (31JIDELINES VINTHIN STORM DRAINAGE
<br />REPORT.
<br />0 -STRU TI N I
<br />2� IF ANY' EXISTING STRUCTURES TO REMAIN ARE DAMAGED URING CON C 0, T
<br />SHALL BE THE CONTRACTORS RESPONSIBILITY �TO REPAIR AND/OR REPLACE THE
<br />EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR
<br />BETTER,
<br />3. ALL ONSITE STORM DRAINAGE' PIPE SHALL, BE SMOOTH WAIlED INTERIOR,
<br />MANUFACTURER'S WRIFICATION or MANNINGS ROUGHNESS COEFFICIENT N=0.012 OR
<br />LESS�
<br />4. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION�
<br />5. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR, ALL NEW
<br />INLETS,
<br />ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUT-ED TO ASSURE CONNECTION
<br />AT STRUCTURE IS WATERTIGHT.
<br />7. ALL STORM STRUCTURES SHALL HAVE A, SMOOTH UNIFORM POURED MORTAR INVERT
<br />FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOYM IN THE CATCH BASIN
<br />DETAIL
<br />& PERMANENT SITE CONVE:YENCE STRUCTURES TO BE DESIGNED AND SPECIFIED DURING
<br />SITE PLAN APPROVAL�
<br />GRADING N, 8-4 (NAAX)
<br />1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF
<br />PAVEMENT, UNLESS OTHFERVASE NOTED.
<br />Z CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES -3H:-IV OR STEEPER,
<br />CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN' ACCORDANCE WITH LOCAL
<br />SPECIFICATION,
<br />S
<br />1 ALL. CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE- UBC CODE AND
<br />APPLICABLE LOCAL REGULATION. ALL CUT AND FILL, :SLOPES SHALL BE 2:1 OR
<br />FLATTER UNLESS OTHERWISE NOTED,
<br />41�.. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
<br />NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING
<br />OF WATER,
<br />& ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE
<br />HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF
<br />STORMWATER. THE CONTRACTOR SHALL. ADHERE TO ALL TERMS AND CONDITIONS AS
<br />5
<br />OUTLINED IN THE 01-NERAL N.P.D.E.& PERMIT FOR STORMIWATER DISCHARGE
<br />ASSOCIATED WITH CONSTRUCTION ACTIVITIES
<br />6� CONTRACTOR TO REMOVIE UNSUITABLE: SOILS LOCATED WITHIN THE BUILDINGS PLAY
<br />LINE OF THE FOOTINGS.
<br />7. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY,
<br />8. ALL GRADING, SITE PREPARATION, AND EARTHWORK SHALL BE PERFORMED IN
<br />ACCORDANCE: WITH THE PROJECT GEOTECHNICAL ENGINEERING REPORT.
<br />9. ALL FILE MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
<br />PLACEMENT AND COMPACTION.
<br />1. ALL CONST,�RU(�IION/INSTALL.A-,nON OF WATER MAINS SHALL BE DONE IN A SAFE_j
<br />NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROM -DER
<br />FORCES AT ALL TIMES. ALL !,SAFETY REQUIREMENTS FR-om, OSHA, AND OTHER STATE
<br />REGULATING AGENCIES MUST BE MET.
<br />2i WATER MAIN PIPE MATERIAL SHALL, BE CLASS 52 DUCTILE IRON. 6-INCH FIRE
<br />HYDRANT LATERALS TO BE CLASS 52 DUCTILE IRON PIPE�
<br />,l AN -18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN LINE.
<br />4�, SADDLES SHALL BE USED ON ALL TAPS IN ANY PLIEILIC MAIN.
<br />5� ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS AND USE
<br />RESTRAINT GLANDS (MEGALUG OR EQUAL).
<br />6. ALL NEW PIPES MUST BE PROPERLY FLUSHED,. PRESSURE TESTED, CHLORINATED AND
<br />CONTRACTOR MUST COORDNATE FL`SHINCj` TESTING AND DISINFECTIING WITH, COEAl
<br />7� ALL BACKFLOW PREVENTION DEVICES ( DOUBLE CHECK DACKFLOW PREVENTORS,
<br />REDUCED PRESSURE BACXFLOW PREVENTORS-3, PRESSURE AND ATMOSPHERIC VACUUM
<br />BREAKERS, ETC.) MUST BE APPROVED sy THE unuTy PROVIDER AND GOVERNMENTAL
<br />AGENCIES WITHIll JURISDICTION.
<br />8. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC
<br />'WORKS PERMIT AND WILL BE CONDUCTED BY 'THE CO.E.
<br />-RUCTED OF CORROSIO sis
<br />9. BACKFLOW PREVENTION DE)ACES SHALL BE CONST _N RE TANI
<br />MATERIALS.
<br />1,04 AS PART OF THE BASE BID, THE CONTRACTOR SHALL INCLUDE VERTICAL BENDS AND
<br />THRUST BLOCKS, AS NECESSARY, TO ACCOMMODATE PROPOSED UTILITY CROSSINGS.-
<br />lt ALL CATE VALVES THAT ARE LOCATED IN LANDSCAPE AREAS SHALL HAVE CONCRETE
<br />COLLAR.
<br />12. IN -STALL WATERLINES 12- AND SMALLER A MINIMUM OF 36", BENEATH FINISHED GRADE,
<br />PER CITY OF EVERETT SPECIFICATIONS�
<br />13. REPLACE ALL PAVEMENT, LANDSCAPING AND FACILITIES DAMAGED DURING THE
<br />WATERLINE INSTALLATION TO PRE -CONSTRUCTION CONDITION OR BETTER,
<br />SA
<br />I. LOCATIONS SHOWN OF EXISTING UTIUTIES AND IMPROVENENTS ARE APPROXIMATE ONLN,
<br />AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO, VERIFY THE EXACT
<br />LOCATIONS OF ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE.
<br />2. ALL WORK AND MATERIALS MUST BE IN ACCORDANCE NTH THE, LATEST REVISION,
<br />INCLUDING ADDENDA AND UPDATES, OF THE CITY' OF EVERETT PUBLIC WORKS
<br />STANDARDS. CONTRACTOR TO, HAVE CITY OF EVERETT PUBLIC WORKS STANDARDS ON
<br />JOB SITE.,
<br />S. ROAD RESTORATION "SHALL BE PER CITY OF EVERETT/WSDOT STANDARDS,
<br />4� CONTRACTOR SHALL CALL 811 48 HOURS PRIOR TO CONSTRUCTION FOR AID IN LOCATING
<br />ANY'EXISTING UNDERGROUND UTIUTIES�
<br />THE CONTRACTOR SHALL KEEP T-W0 SETS OF PLANS ONSITE AT ALL TIMES FOR
<br />RECORDING "AS-BUILTSS" INFORMATION. ONE SET SHALL HE SUBMITTED TO THL CITY OF
<br />EVERETT PUBLIC WORKS AT COMPLETION OF CONSTRUCTION.
<br />6� PRIOR TO CONSTRUCT11ON, THE CONTRACTOR SHALL NOTIFY THE CITY OF EVERETT PUBLIC
<br />WORKS FOR A PRE CONSTRUC'nON MEETING.
<br />7. CONTRACTOR OR INUIVIDUAL SHALL BE RESPONSIBLE FOR OBTAINING ALL 'REQUIRED CITY,
<br />COUNTY, OR STATE MANDATED PERMITS. OWNER 'AftLL NOT BE RESPONSIEB-LE FOR
<br />COORDINATING PERMITS REQUIRED Of OTHER GOVERNMENTAL AGENCIE&
<br />QENE ALUTILITY- NOTE& (NAVIX)
<br />li ALL IMPROVEMENTS SHALL MEET' LOCAL, STATE 0 - T AND THE -AMERICAN PUBLIC WORKS
<br />0
<br />ASSOCIATION (A.P.W.A.) STANDARD SPECIFICATIONS.
<br />2� VAE DESIGN. SHOWN IS BASED UPON THE ENGNEER'S UNDERSTANDING OF THE EXISTING CONDITIONS.
<br />THIS PLA EXIS WN
<br />N DOES NOT REPRESENT A DETAILED FIELD SURVEY, THE STING CONDMONS SHO I ON,
<br />THS PLAN SHEET ARE SATED UPON A SURVEY' PREPARED BY AMFJ31CAN 5URVEYING & MAPPING
<br />DATED 05/18/2020. THE CONTRACTOR IS REWNSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO
<br />BIDDING 'ME PROPOSED SITEWORK IMPROW-MENTS. IF CONFLICTS ARE oiscovERED, THE CONTRAc'TOR
<br />SHALL NOTIFY THE OWNER PRIOR TO INSTALLA1, ON OF ANY PORTION OF THE SITEWORK WHICH
<br />_URVE GR
<br />'WOULD BE AFFECTED. If CONTRACTOR DOES NOT ACCEPT EXIS'PNG- S- INCLUDING TOPO APHY
<br />AS %-IOWN ON TH" PLANS, WITHOUT EXCEPTION, HE SHALL HA M E
<br />VE AN, Ai HIS OWN EXPENSE, A
<br />TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO VE OWNER FOR
<br />THE CONVACTOR IS SPECIFICALLY CAU-90NED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
<br />UTIUTIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS U711LITIES, AND
<br />WH92RE POSSIBLE, MEASUREMENTS TAKEN IN THE FIEL.D. T 'D ON
<br />,HE INFORMATION IS NOT TO BE RELIE
<br />AS 8EING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE U'RUTY COMPANY
<br />,q I I q I
<br />AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO, REQUEST EXACT FIELD LOCATION OF U. L ES. T
<br />SHALL BE THE RESPONSIBILITY OF ME CONTRACTOR TO RELVCATE ALL EXISTING UTILITIES AND
<br />EXISTING W C ON , s
<br />PROVEMENTS' *fl 14 C_ FLICT WTH ME PROPOSED IMPRO0 AENTS ON THE PLAN .,
<br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF
<br />SLOPED PAVING, EXIT PORCHES, SOEVIALKS, RAMPS MD TR G & FUSE __ NG
<br />UCK OCK , PR BUtLDI
<br />DIMENSIONS AND EXACT BUILDING UTILITY ENTRAINCE LOCATIONS.
<br />5. ALL FILL MATERIAL ISHALL BE IN PLACE, AND COMPAGM BEFORE INSTALLATION 01,417 PROPOSED
<br />UTILITE&
<br />FQ
<br />6� C(INTRACTOR SHALL NOTIFY THE U-RUTY AUrdORMES INSPECTORS 72 HOURS BE -RE CONNECTING
<br />TO ANY EXIS-lING
<br />7, M TH
<br />-INIMUM WATER AND SANITARY SEWER TRENCH WID SHALL BE 2 FEFET�
<br />8. ALL UlflUTIES SHOULD BE KEPT TEN (10') APART fkPARAU-FL) OR "lliEN CROSSING le WRTICAL
<br />CLEARANCE (GUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIP-P,
<br />9. IN THE EVENT OF A VERTICAL CONFLICT BE[WEaA WATERLINES, SANITARY UNES, STORM UNES AND
<br />GAS UNE (EXISTING AND PROPOSED)� THE SANITARY LINE SHALL BE DUCTILE IRON PIPE W,-THZ
<br />MECHXNICAL JOINTS AT LEAST 10 FEET ON BOTH SID - , OF CRO N - E IATERLINE SHALL BE
<br />ES V,[ G, TH V
<br />MECHt"NICAL JOINTS "NTH APPROPRIATE THRUST BLOCKINO AS REQUIRED TO PROVIDE A MINIMUM OF
<br />1W CLEARMCE, MEE-11NO REOUIREMENT �OF MSI A21.10 AND ANSI 21.11 (Aw- W-A C-151) (CLASS
<br />52)�
<br />10, LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
<br />lt� CONTRACTOR IS -RESPONSIBLE FOR COMPLYING WITH THE SPECIF! CATIONS OF THE LOCAL
<br />AUTHORITIES IMTH REGARD TO MATERIALS AND INSTALLATION OF T tj
<br />,HE WATER AND SE WER N -S
<br />12, ALL NECESSARY INSPECTIONS AND/OR CER71CATIGNS REQUIRED BY CODES AND/011 UTILITY
<br />SERVICE COMPANIES SHALL RE PERFORMED PRIOR TO ANNOUNCED RUILD�ING POSSE-SS[ON AND THE
<br />FINAL CONNECTION OF SERMCE�
<br />13, CONTRACTOR SHALL COORDIN&TE IMTH. ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS
<br />AND SPECIFICA-RONS.
<br />MVIX PROJECT N MR R- 01
<br />PROOEUAIDDRItts
<br />220�OLYMPJC BOULEVARD:
<br />EVERETT, WA 98203
<br />a-4190-0ZI
<br />U FOET! T
<br />MIT
<br />REVISIONS
<br />
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