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LEGEND ABBREVIATIONS GENERAL NOTES DRAWING LIST
<br /> DESCRIPTION SYMBOL DESCRIPTION SYMBOL & AND E EAST, ELECTRICAL PC POINT OF CURVATURE 1. ALL WORK SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION SHEET NUMBER SHEET TITLE
<br /> �� @ AT EA EACH PCC POINT OF COMPOUND CURVATURE STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT. A COPY OF THIS DOCUMENT C0.01 GENERAL NOTES, LEGEND, ABBREVIATIONS AND DRAWING LIST
<br /> ZIMMER GUNSUL FRASCA ARCHITECTS LLP
<br /> LIMITS OF WORK ���� � SANITARY SEWER LINE � DEFLECTION ANGLE EG EXISTING GRADE, EXISTING GROUND PED PEDESTRIAN SHALL BE ON SITE DURING CONSTRUCTION. C0.02 NOTES
<br /> g�� W °, DEG DEGREE EJ EXPANSION JOINT PERF PERFORATED 2. EXISTING CONDITIONS SHOWN ARE PER THE PROJECT SITE SURVEY PROVIDED BY BUSH, C1.01 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - AREA A
<br /> PROPERTY LINE/ WATER LINE �, DIA DIAMETER EL ELEVATION PERP PERPENDICULAR ROED AND HITCHINGS TITLED "TOPOGRAPHIC & BOUNDARY SURVEY PROVIDENCE PORTLAND
<br /> LEASE BOUNDARY -�� -�--- � - -�-�-- # �0 NUMBER ELEC ELECTRICAL PI POINT OF INTERSECTiaN ' C1.02 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN - AREA B SEATTLE
<br /> FIRE HYDRANT � REGIONAL MEDICAL CENTER COLBY CAMPUS CUP SITE" DATED 5/3/2016. THE
<br /> EMBED EMBED (-DED, -MENT) PIV POST INDICATOR VALVE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMM�NCEMENT OF LOS ANGELES
<br /> EASEMENT LINE - - - - - - � - - AASHTO AMERICAN ASSOCIATION ENGR ENGINEER PL PROPERTY LINE C2.01 SITE DEMOLITION PLAN - AREA A WASHINGTON DC
<br /> FITTING '�' OF STATE HIGHWAY AND ES EACH SIDE PLC PLACE CONSTRUCTION ACTIVITIES. C2.02 SITE DEMOLITION PLAN - AREA B NEWYORK
<br /> INLET PROTECTION � TRANSPORTATION OFFICIALS EQ EQUAL PLUMB PLUMBING 3. THE LIMI�IS OF WORK INDICATED ON THE CIVIL DRAWINGS APPLY TO THE SITE AND C3.01 SITE AND PAVING PLAN - AREA A
<br /> �ATE VALVE ABAN ABANDON (-ED) EQUIP EQUIPMENT POLY POLYETHYLENE UTILITY WORK SHOWN ON THESE DRAWINGS ONLY. THERE MAY BE WORK OUTSIDE OF
<br /> SEDIMENT CATCHMENT � AC ASBESTOS CEMENT, EW EACH WAY PPM PARTS PER MILLION THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR TRADES. C3.02 SITE AND PAVING PLAN - AREA B 925 Fourth Avenue
<br /> AREA HORIZONTAL ASPHALT CONCRETE EXIST EXISTING PRC POINT OF REVERSE CURVATURE C4.01 GRADING PLAN - AREA A Suite 2400
<br /> THRUST BLOCK ACI AMERICAN CONCRETE INSTITUTE EXP EXPANSION PROP PROPERTY 4. UNDER NO CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE LIMITS OF WORK, Seattle, WA 98104
<br /> STONE / SAND BAG � AD AREA DRAIN EXT EXTERIOR PROT PROTECTION UNLESS INDICATED, WITHOUT WRITTEN APPROVAL FROM THE OWNER'S REPRESENTATIVE. C4.02 GRADING PLAN - AREA B T 206 623 9414
<br /> REDUCER ADDL ADDITIONAL PSF POUNDS PER SQUARE FOOT ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE CARRIED OUT F 206 623 7828
<br /> C5.01 STORM DRAINAGE PLAN - AREA A �,Zgf.com
<br /> ON THE PROJECT SIDE ONLY. C5.02 STORM DRAINAGE PLAN - AREA B
<br /> ROCK CHECK DAM ADJ ADJACENT, F FIRE PSI POUNDS PER SQUARE INCH
<br /> N 10,000 ADJUST (-ED, -MENT, -ABLE) FD FLOOR DRAIN, FOUNDATION PT POINT OF TANGENCY 5. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING C6.01 UTILITY PLAN - AREA A �onsu�ta�ts
<br /> STRAW BALE � COORDINATE POINT E 10,000 AGGR A�GREGATE DRAIN PVC POLYVINYL CHLORIDE DESIGN REPORT BY GEOENGI�NEERS TITLED "CENTRAL UTILITY PLANT WEST PARKING
<br /> ALT ALTERNATE, ALTERNATIVE FDC FIRE DEPARTMENT CONNECTION PVMT PAVEMENT LOT EVERETT, WASHINGTON DATED APRIL 22, 2016. THE CONTRACTOR SHALL COMPLY C7.01 SECTIONS AND DETAILS
<br /> CENTERLINE OF SWALE -� - - ! 115.00 ANSI AMERICAN NATIONAL STANDARDS FDN FOUNDATION WITH REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL C7.02 SECTIONS AND DETAILS CIVIL ENGINEER
<br /> GRADING INSTITUTE FG FINISHED GRADE, FINISHED GROUND R RADIUS NOT EXCEED THOSE SLOPES WITHOUT PRIOR WRITTEN APPROVAL OF THE GEOTECHNICAL
<br /> TOP OF SLOPE SPOT ELEVATION APPD APPROVED FH FIRE HYDRANT RCMD RECOMMEND (-ED) ENGINEER. C7.03 SECTIONS AND DETAILS Magnusson Klemencic Associates
<br /> SLOPE (115.0) APPROX APPROXIMATE (-LY) FIN FINISN (-ED) RD ROOF DRAIN C8.01 UTILITY PROFILE 1301 Fifth Avenue, Suite 3200
<br /> TOE OF SLOPE GRADIN� EXISTING APWA AMERICAN PUBLIC WORKS FL FLANGE, FLOOR, FLOWLINE RCP REINFORCED CONCRETE PIPE 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER Seattle, WA 98101-2699
<br /> SPOT ELEVATION ASSOCIATION FM FORCE MAIN RED REDUCER (1-800-424-5555) PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL BE T 206-292-1200
<br /> RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND LANDSCAPE ARCHITECT
<br /> COMPOST SOCK N 10,000 ARCH ARCHITECT (-URAL) FT FOOT, FEET REF REFER (-ENCE) UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT INDICATE
<br /> GRADING SPOT ELEVATION E 10,000 ASPH ASPHALT FTG FOOTING REINF REINFORCE (-D -MENT), LOCATIONS OF UNDERGROUND UTILITIES ON PRIVATE PROPERTY IN THE CONSTRUCTION Site Worksho
<br /> CENTERLINE ---�---�----- WITH COORDINATE EL = 115.00 ASSY ASSEMBLY REINFORCING � AREA. 222 Eturia Street
<br /> ASTM AMERICAN SOCIETY FOR TESTING G GAS, GUTTER REQD REQUIRED Seattle, WA 98109
<br /> GRADE BREAK --------�B �------------------�-�------------- AND MATERIALS GA GAGE, GAUGE RET RETAINING 7. HORIZONTAL DATUM IS A PROJECT DATUM. SEE THE PROJECT SURVEY FOR THE BASIS
<br /> -------- I
<br /> � T 206-285-3026
<br /> ASPHALT CONCRETE , � ATB ASPHALT TREATED BASE GAL GALLON REV REVISION OF THE PROJECT COORDINATE SYSTEM. VERTICAL DATUM IS NAVD 88. SEE THE
<br /> MAJOR GRADING �� PAVEMENT TYPE 1 � ____��_._�� AWWA AMERICAN WATER WORKS GALV GALVANIZE (-D) RIM RIM ELEVATION PROJECT SURVEY FOR BENCHMARK LOCATIONS. ELECTRICAL ENGINEER
<br /> ELEVATION CONTOUR ASSOCIATION GB GRADE BREAK RJ RESTRAINED JOINT 8. THE ANTICIPATED CONSTRUCTION PHASING WILL INCREASE THE IMPERVIOUS AREA AND STANTEC CONSULTING SERVICES
<br /> ASPHALT CONCRETE GEN GENERAL ROW RIGHT-OF-WAY SITE DEMOLITION NOTES 4100 194th Street, Suite 400
<br /> MINOR GRADING �� PAVEMENT TYPE 2 STORM WATER RUN-OFF VOLUME THAT WILL BE DIRECTED TO THE EXISTING DETENTION
<br /> BLDG BUILDING GPM GALL4NS PER MINUTE RT RIGHT PONDS UNTIL THE NEW STORM WATER DETENTION VAULT IS FUNCTIONAL. THE OWNER Lynwood, WA 98036-4613
<br /> ELEVATION CONTOUR BLK BLOCKING GV GATE VALVE RW RETAINING WALL AND CONTRACTOR WILL JOINTLY DEVELOP A PROGRAM TO MONITOR THE EXISTING 1. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY T 206-667-0553
<br /> 8�� SD ; . : , . a BM BEAM, BENCH MARK DETENTION PONDS UNTIL THE NEW VAULT IS ON-LINE. IF THE SURFACE WATER BARRIERS AND SECURITY DEVICES AS NECESSARY.
<br /> PERFORATED STORM DRAIN --------- CONCRETE WALK � ae ; ,�:�,< <<�� . � - , `�, , - B O L B O L L A R D H H O R I Z O N T A L S S L O P E, S O U T H E L E V A T I O N O F T H E P O N D S A P P R O A C H E S E L E V A T I O N 1 1 2.7 0 F E E T, T H E O W N E R, 2. T H E CON TRACTOR SHALL COORDINATE THE REMOVAL, ABANDONMENT AND/OR
<br /> 8" S D ' � � � ' °�° � E� B O R B O T T O M O F R O C K E R Y H D P E H I G H D E N S I T Y P O L Y E T H Y L E N E S C H E D S C H E D U L E CO NTR AC T O R, A N D T H E D E S I G N T E A M W I L L D E V E L O P A P L A N T O M A N A G E A P O T E N T I A L CAPPING OF EXISTING UTILITIES WITH THE APPLICABLE UTILITY AGENCY OR
<br /> STORM DRAIN BOT BOTTOM HGL HYDRAULIC GRADE LINE SCI SINGLE CURB INLET OVERFLOW AND BACKWATER EVENT. PURVEYOR, INCLUDING BUT NOT LIMITED T0�
<br /> BOW BOTTOM OF WALL HH HANDHOLD SD STORM DRAIN TEMPORARY EROSION AND SEDIMENT CONTROL NOTES A. EXISTING WATER CONNECTIONS - CITY OF EVERETT.
<br /> CATCH BASIN DECOMPOSED GRANITE BRG BEARING HORIZ HORIZONTAL SDMH STORM DRAIN MANHOLE
<br /> BSBL BUILDING SETBACK LINE HP HIGH POINT SE SOUTHEAST 1. THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN SHALL BE IMPLEMENTED B• EXISTING NATURAL GAS CONNECTIONS - PUGET SOUND ENERGY.
<br /> AREA DRAIN '� -------------------- BSMT BASEMENT HT HEIGHT SECT SECTION C. EXISTING STORM DRAINAGE AND SANITARY SEWERS - CITY OF EVERETT.
<br /> PRIOR TO ANY LAND-DISTURBING ACTIVITY ON THE CONSTRUCTION SITE. D. EXISTING POWER CONNECTIONS - SNOHOMISH COUNTY PUBLIC UTILITY
<br /> CONCRETE PAVEMENT =_____-____-_----_--_- BTWN BETWEEN HTB HORI ZONTAL THRUST BLOCK SED SEDI MENTATI ON DI STRI CT.
<br /> CAPPED END =_---==========-===== HYD HYDRANT SF SQUARE FEET 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM ALL VEHICLES LEAVING
<br /> CLEANOUT C&G CURB AND GUTT E R S H T S H E E T THE SITE. ACTIONS MUST BE TAKEN TO MINIMIZE THE TRACKING OF MUD AND SOIL 3. EXCAVATION FOR REMOVAL OF EXISTING SITE �IMPROVEMENTS AND UTILITIES
<br /> CANT CANTILEVER ID INSIDE DIAMETER SIM SIMILAR FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. THE CONTRACTOR IS SHALL BE IN ACCORDANCE WITH THE PROJECT S GEOTECHNICAL ENGINEERING
<br /> CB CATCH BASIN IE INVERT ELEVATION SOG SLAB ON GRADE REPORT BY GEOENGINEERS. THE CONTRACTOR SHALL COMPLY WITH THE
<br /> MANHOLE CC CENTER TO CENTER INCL INCLUDE (-D), INCLUDING SPC SPACE RESPONSIBLE FOR KEEPING ADJACENT ROADWAYS FREE OF DIRT. SOIL TRACKED ONTO REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND
<br /> THE ROADWAY SHALL BE REMOVED DAILY. SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE
<br /> CDF CONTROLLED DENSITY FILL INFO INFORMATION SPEC SPECIFICATION GEOTECHNICAL ENGINEER.
<br /> Co�Oo o CFR CODE OF FEDERAL REGULATIONS INT INTERIOR INTERSECTION SS SANITARY SEWER 3. ANY SOIL STOCKPILES SHALL BE LOCATED AWAY FROM SWALES AND CATCH BASINS.
<br /> CONSTRUCTION ENTRANCE �0�00�0000�0000c � �
<br /> 00�0�00�0��00�0��o CFS CUBIC FEET PER SECOND INTERMITTENT SSS SANITARY SIDE SEWER STOCKPILES SHALL BE MULCHED, AND ADEQUATELY CONTAINED THROUGH THE USE OF 4. CAP OR PLUG UTILITY SERVICES AT THE LIMITS OF EXCAVATION OR AT THE
<br /> CI CAST IRON INV INVERT SSMH SANITARY SEWER MANHOLE SEDIMENT BARRIERS. LIMITS OF WORK, UNLESS NOTED OTHERWISE.
<br /> STRAW MULCH CIP CAST-IN-PLACE IRR IRRIGATION ST STREET
<br /> CJ CONSTRUCTION JOINT STA STATION 4. MITIGATION MEASURES SUCH AS DUST SUPPRESSION TECHNIQUES SHOULD BE IN PLACE 5. DEMOLITION ASSOCIATED WITH ELECTRICAL LINES AND APPURTENANCES
<br /> CL CENTERLINE JT JOINT STD STANDARD DURING DEMOLITION AND CONSTRUCTION EVENTS TO MINIMIZE THE TRACKING AND SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS. DEMOLITION FOR
<br /> CLR CLEAR (-ANCE) STL STEEL BROADCASTING OF FUGITIVE PARTICULATE EMISSIONS ONTO PUBLIC ROADWAYS AND SPECIFIC ELECTRICAL ITEMS INDICATED ON THE DEMOLITION PLANS SHALL
<br /> CMP CORRUGATED METAL PIPE LARCH LANDSCAPE ARCHITECT (-URAL) STRUC STRUCTURAL, STRUCTURE ACROSS PROPERTY LINES. NOT BE CARRIED OUT UNTIL POWER SOURCES TO THE ITEMS INDICATED FOR
<br /> CNR CORNER LAT LATERAL SW SOUTHWEST REMOVAL HAVE BEEN MADE SAFE.
<br /> CO CLEAN OUT LB POUND SYM SYMMETRICAL 5. AT THE CONTRACTOR�S OPTION ALTERNATE METHODS OF TREATMENT OF CONSTRUCTION 6. REMOVE EXISTING CONCRETE PAVEMENT TO FULL DEPTH. BASE COURSE
<br /> DEMOLITION LEGEND COE CITY OF EVERETT LF LINEAL FEET STORMWATER RUNOFF MAY BE PROPOSED FOR USE FOR TEMPORARY SEDIMENTATION. MATERIAL MAY REMAIN IN NEW PAVEMENT AREAS.
<br /> COL COLUMN LOC LOCATE (-D), LOCATION T TANGENT THE PROPOSED ALTERNATE METHODS MUST MEET THE EFFLUENT QUALITY REQUIRED BY
<br /> DESCRIPTION SYMBOL COMB COMBINATION LP LOW POINT TB THRUST BLOCK THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR SURFACE WATERS. THE 7. REMOVE EXISTING ASPHALT CONCRETE PAVEMENT TO FULL DEPTH. BASE
<br /> COMM COMMUNICATION LT LEFT TC TOP OF CURB CONTRACTOR SHALL SUBMIT THE ALTERNATE METHODS FOR REVIEW AND APPROVAL BY COURSE MATERIAL MAY REMAIN IN NEW PAVEMENT AREAS.
<br /> ITEM TO BE REMOVED CONC CONCRETE TD TRENCH DRAIN THE OWNER�S REPRESENTATIVE PRIOR TO BEGINNING WORK. SEE NOTE 18 FOR EFFLUENT Revisions
<br /> COND CONDUIT, CONDITION MATL MATERIAL TE TOP ELEVATION, TRASH ENCLOSURE REQUIREMENTS. 8. PROTECT ALL EXISTING STRUCTURES AND FOUNDATIONS INDICATED TO
<br /> ITEM TO REMAIN ------------------------------------- CONN CONNECT (-ION) MAX MAXIMUM TEL TELEPHONE REMAIN DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE SHORING AS 0 DOCREL01 06/04/16
<br /> CONST CONSTRUCTION MECH MECHANICAL TEMP TEMPORARY 6. ALL DISCHARGES FROM ANY ACTIVE DEWATERING SYSTEM SHALL BE TREATED PRIOR TO REQUIRED IN ORDER TO NOT IMPACT EXISTING STRUCTURES, FOUNDATIONS 1 DOC REL 02 09/21/16
<br /> CONT CONTINUATION CONTINUE MFR MANUFACTURER TESC TEMPORARY EROSION AND LEAVING THE PROJECT SITE BY DIRECTIN� WATER TO THE SEDIMENT TRAPPING DEVICES AND RETAINING WALLS. 2 cc�oo� 11/08/16
<br /> CAP UTILITY, ______________ __, CONTINUOUS � � MH MANHOLE SEDIMENTATION CONTROL
<br /> SEE SITE DEMOLITION AND MEET THE EFFLUENT QUALITY REQUIRED BY THE STATE OF WASHINGTON WATER 9. PROTECT ALL EXISTING UTILITIES INDICATED TO REMAIN FROM DAMAGE AT
<br /> CONTR CONTRACTOR MIC MONUMENT IN CASE TOC TOP OF CONCRETE QUALITY STANDARDS FOR SURFACE WATERS BEFORE BEING DISCHARGED OFFSITE. SEE ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY
<br /> REMOVE EXISTING COORD COORDINATE, COORDINATION MIN MINIMUM TOF TOP OF FOOTING NOTE 18 FOR EFFLUENT REQUIREMENTS. SHORING AS REQUIRED TO ENSURE ADEQUATE PROTECTION OF UTILITIES TO
<br /> ASPHALT PAVEMENT, SEE CORP CORPORATION MISC MISCELLANEOUS TOR TOP OF ROCKERY REMAIN AND THEIR APPURTENANCES. CONTRACTOR SHALL FIELD VERIFY
<br /> SITE DEMOLITION NOTE 7 CTB CEMENT TREATED BASE MJ MECHANICAL JOINT TOW TOP OF WALL 7. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION OPERATIONS
<br /> CTR CENTER ML MATCHLINE TRANS TRANSFORMER CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE AND NOTIFY THE OWNER S REPRESENTATIVE OF ANY DISCREPANCIES.
<br /> REMOVE EXISTING CU CUBIC MON MONUMENT TYP TYPICAL CONTINUING EROSION AND SEDIMENTATION CONTROL. 10. SEE LANDSCAPE DRAWINGS FOR TREE REMOVAL AND TREE PROTECTION.
<br /> CONCRETE SIDEWALK, CULV CULVERT MSE MECHANICALLY STABILIZED
<br /> DRIVEWAY, PAVEMENT AND GV CHECK VALVE EARTH UD UNDER DRAIN 8. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THE EROSION 11. REPLACE EXISTING 6 INCH PERFORATED STORM DRAIN PIPING AND
<br /> PAD, SEE SITE MUTCD MANUAL ON UNIFORM TRAFFIC UNO UNLESS NOTED OTHERWISE AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CLEANOUTS THAT ARE REMOVED, DISTURBED, OR DAMAGED BY CONSTRUCTION
<br /> DEMOLITION NOTE 6 DEG DEGREE CONTROL DEVICES UTIL UTILITY CONTRACTOR. ANY DOWNSTREAM DAMAGE DUE TO THE FAILURE BY THE CONTRACTOR TO ACTIVITIES. REPLACED PERFORATED PIPE SHALL MATCH EXISTING SIZE,
<br /> DEMO DEMOLISH, DEMOLITION UV ULTRAVIOLET FULFILL THESE REQUIREMENTS WILL BE THE CONTRACTOR�S LIABILITY. MATERIAL, SLOPE AND INVERT ELEVATIONS.
<br /> DEPT DEPARTMENT N NORTH
<br /> DET DETAIL NE NORTHEAST V VERTICAL 9. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE 12. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING FIXTURE RELOCATION AND
<br /> DETN DETENTION NIC NOT IN CONTRACT VAC VACUUM DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS. ADDITIONAL FACILITIES SALVA6E AND CONDUIT REMOVAL.
<br /> DI DUCTILE IRON N0. NUMBER VC VERTICAL CURVE SHALL BE INSTALLED AS NECESSARY AND MAINTAINED BY THE CONTRACTOR TO
<br /> DIA DIAMETER NOM NOMINAL VDM VERTICAL DRAINAGE MATERIAL PREVENT SEDIMENTATION OUTSIDE THE LIMITS OF WORK. 13. LIMITS OF PAVEMENT REMOVAL FOR UTILITY PIPING AND STRUCTURES ARE
<br /> DIAG DIAGONAL NTS NOT TO SCALE VERT VERTICAL SHOWN FOR INFORMATION ONLY. REQUIRED REMOVAL LIMITS SHALL BE
<br /> DICA DRILLED-IN CONCRETE ANCHOR NW NORTHWEST VIF VERIFY IN FIELD DETERMINED BY THE CONTRACTOR BASED ON EXCAVATION SUPPORT METHODS
<br /> 10. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A UTILIZED FOR INSTALLATION OF THE UTILITY PIPING AND STRUCTURES.
<br /> DIM DIMENSION VOL VOLUME SATISFACTORY CONDITION FOR THE DURATION OF THE CONTRACT OR UNTIL DIRECTED BY
<br /> DIR DIRECTION OC ON CENTER VPC VERTICAL POINT OF CURVATURE THE OWNER�S REPRESENTATIVE. 14. THE EXISTING SANITARY SEWER CANNOT BE TAKEN OUT OF SERVICE UNTIL
<br /> DS DOWNSPOUT OD OUTSIDE DIAMETER VPI VERTICAL POINT OF INTERSECTION THE SANITARY SEWER REROUTE, DOCUMENTED ON SHEET C6.01, HAS BEEN
<br /> DWG DRAWING OPNG OPENING VPT VERTICAL PONT OF TANGENCY 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE AND ADJACENT AREAS CLEAN CONSTRUCTED AND ACCEPTED BY THE CITY OF EVERETT. THE CONTRACTOR
<br /> DWL DOWEL OPP OPPOSITE (HAND) MAY PROPOSE ALTERNATE TEMPORARY MEASURES TO MAINTAIN SERVICE THAT
<br /> DW DRIVEWAY OPT OPTION (-AL) W WATER, WEST AT ALL TIMES BY SWEEPING. WASHDOWN WITH WATER WILL NOT BE ALLOWED WITHOUT HAS BEEN COORDINATED WITH AND APPROVED BY THE CITY OF EVERETT.
<br /> PRIOR APPROVAL.
<br /> ORIG ORIGINAL W/ WITH
<br /> OSHA OCGUPATIONAL SAFETY AND WAC WASHINGTON ADMINISTRATIVE CODE 12. THE CONTRACTOR SHALL PLACE INLET PROTECTION AT ALL CATCH BASINS WITHIN THE 15. THE EXISTING WATER MAIN CANNOT BE TAKEN OUT OF SERVICE UNTIL THE
<br /> HEALTH ADMINISTRATION WP WORK POINT WATER MAIN REROUTE, DOCUMENTED ON SHEET C6.01, HAS BEEN NORTH SITE
<br /> LIMITS OF WORK, INCLUDING THOSE SCHEDULED FOR DEMOLITION PRIOR TO THEIR CONSTRUCTED AND ACCEPTED BY THE CITY OF EVERETT. THE CONTRACTOR
<br /> OWS OIL/WATER SEPARATOR WPJ WEAKENED PLANE JOINT REMOVAL IF THEY WILL RECEIVE CONSTRUCTION STORMWATER RUNOFF. THERE MAY BE MAY PROPOSE ALTERNATE TEMPORARY MEASURES TO MAINTAIN SERVICE THAT
<br /> WS WATER SUFRACE INLET PROTECTION REQUIRED OUTSIDE OF LIMITS OF WORK INDICATED. INLET HAS BEEN COORDINATED WITH AND APPROVED BY THE CITY OF EVERETT.
<br /> WSDOT WASHINGTON DEPARTMENT OF PROTECTION SHALL BE INSTALLED IN ACCORDANCE WITH WASHINGTON STATE , �;,� �,,��
<br /> TRANSPORTATION DEPARTMENT OF TRANSPORTATION STANDARD PLAN I-40.20-00. °
<br /> wT WEIGHT SITE AND PAVING NOTES � ��g'°��� ���'��� ������
<br /> WWF WELDED WIRE FABRIC 13. THE CONTRACTOR SHALL PROTECT ALL UTILITY ACCESS POINTS THAT DO NOT RECEIVE E�r�re�t
<br /> INLET PROTECTION SUCH AS MANHOLE COVERS, VAULT COVERS AND GRATES FROM 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS
<br /> YR YEAR COLLECTING ANY STORMWATER DURING CONSTRUCTION. PLACE IMPERVIOUS SHEETING NOTED OTHERWISE. 1815 13th Street
<br /> AROUND ACCESS POINTS TO PREVENT STORMWATER INFILTRATION. 2. PROVIDE AN EXPANSION JOINT AT ALL LOCATIONS WHERE CONCRETE WALK Everett, Washington 98201
<br /> 14. EXCAVATION FOR REMOVAL OF EXISTING STRUCTURES AND INSTALLATION OF NEW ABUTS STRUCTURAL FOUNDATION, COLUMN OR WALL AND FIXED OBJECTS.
<br /> STRUCTURES, UTILITIES AND EMBANKMENTS SHALL BE IN ACCORDANCE WITH THE Drawing Title
<br /> 3. APPLY A BITUMINOUS TACK COAT AT ALL LOCATIONS WHERE ASPHALT
<br /> GEOTECHNICAL REPORT BY GEOENGINEERS. THE CONTRACTOR SHALL COMPLY WITH THE PAVEMENT ABUTS ANY BUILDING STRUCTURE, UTILITY APPURTENANCE OR GENERAL NOTES,
<br /> REPORT RECOMMENDATIONS FOR TEMPORARY CONSTRUCTION SLOPES AND SHALL NOT OTHER PAVEMENT TYPE.
<br /> EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF THE GEOTECHNICAL ENGINEER. LEGEND,
<br /> 4. CONCRETE FOR EXTERIOR SITE FACILITIES, INCLUDING BUT NOT LIMITED TO ABBREVIATIONS AND
<br /> 15. TEMPORARY CONSTRUCTION SLOPES GREATER THAT 3�1 AND GREATER THAN 4 FEET IN CURBS, SIDEWALKS, THRUST BLOCKING, FENCE AND SIGN POST, RAMPS, AND
<br /> HEIGHT SHALL BE COVERED WITH POLYETHYLENE SHEETING. SEE UTILITY STRUCTURES SHALL BE IN ACCORDANCE WITH WASHINGTON STATE DRAWING LIST
<br /> FOR POLYETHYLENE SHEETING. 3 DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROAD,
<br /> C0.01 C7.01 BRIDGE AND MUNICIPAL CONSTRUCTION, SECTION 6-02, .3(2)B, COMMERCIAL
<br /> CONCRETE, CLASS 3000. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br /> STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM WATER/CEMENT RATIO SHALL
<br /> 16. STABILIZE ALL SOILS, INCLUDING STOCKPILES THAT ARE TEMPORARILY EXPOSED. FROM BE 0.45 AND CONCRETE SHALL HAVE 5 PLUS OR MINUS 1.5 PERCENT AIR
<br /> OCTOBER 1 TO APRIL 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN TWO ENTRAINMENT.
<br /> � DAYS. FROM MAY 1 TO SEPTEMBER 30 NO SOILS SHALL REMAIN UNSTABILIZED FOR
<br /> �
<br /> � MORE THAN SEVEN DAYS. 5. INSTALL SIGNAGE PROHIBITING PARKING AT ALL NEW FIRE LANE CURB
<br /> M LOCATIONS. SIGNS SHALL BE VERTICAL SIGNS STATING `1V0 PARKING - FIRE ��p,oM`�R��.,�
<br /> >
<br /> z 17. ALL EXPOSED SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A LANE - TOW AWAY ZONE". SI�NS SHALL BE SIMILAR IN SIZE, COLOR AND � �w _ •� �r
<br /> z LETTERING TO SI�N R7-1 OF THE MANUAL ON TRAFFIC CONTROL DEVICES. �� ''
<br /> w HOLIDAY OR WEEKEND AS REQUIRED BASED ON THE WEATHER FORECAST. SIGNS SHALL BE MOUNTED ON POSTS AND FOUNDATIONS DETAILED IN THE
<br /> �
<br /> 0
<br /> �
<br /> � CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND �
<br /> 18. ALL CONSTRUCTION STORMWATER DISCHARGE FROM THE SITE SHALL MEET THE SPECIFICATIONS FOR DEVELOPMENT, STANDARD DRAWING NUMBER 716. SIGN �o '26;°5 �ww
<br /> � REQUIREMENTS OF THE STATE OF WASHINGTON WATER QUALITY STANDARDS FOR LOCATION AND SPACING SHALL BE COORDINATED WITH THE CITY OF EVERETT �'�'ss1 ����
<br /> r SURFACE WATERS (CHAPTER 173-201A WASHINGTON ADMINISTRATIVE CODE) FOR FIRE CODE OFFICIAL AND THE FIRE MARSHAL S OFFICE. oNAL al�e
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<br /> TURBIDITY, pH AND PETROLEUM PRODUCTS. CONSTRUCTION STORMWATER DISCHARGE >>�°
<br /> 3 TURBIDITY FROM THE SITE SHALL NOT EXCEED 5 NEPHELOMETRIC TURBIDITY UNITS 6. SEE LANDSCAPE DRAWIN�S FOR GRAVEL PATH DETAILS.
<br /> o (NTU) OVER BACKGROUND TURBIDITY WHEN THE BACKGROUND TURBIDITY IS 50 NTU OR
<br /> � LESS, OR HAVE MORE THAN A 10 PERCENT INCREASE IN TURBIDITY WHEN THE Date: 08 NOVEMBER, zo�s
<br /> � BACKGROUND TURBIDITY IS MORE THAN 50 NTU. THE pH OF THE CONSTRUCTION
<br /> �
<br /> �
<br /> STORMWATER DISCHARGE SHALL BE WITHIN THE RANGE OF 6.5 TO 8.5 WITH A Job No: S23257
<br /> ' HUMAN-CAUSED VARIATION WITHIN A RANGE OF LESS THAN 0.2 UNITS. CONSTRUCTION
<br /> U Drawn By: CRM
<br /> = STORMWATER DISCHARGES SHALL BE PROHIBITED IF THERE IS A VISIBLE SHEEN FROM
<br /> � PETROLEUM PRODUCTS. PLAN APP�tOV'ED Checked By: RMG
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<br /> = 19. PRIOR TO �EGINNING LAND DISTUR�ING ACTIVITIES, INCLUDING CLEARING AND GRADING� PUBLICSERViCES o��
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<br /> THE CONTRACTOR SHALL CLEARLY MARK A�L CLEARING LIMITS, SENSITIVE AREAS AND Drawing No.
<br /> THEIR BUFFERS, AND TREES TNAT ARE TO BE PRESERVED WITHIN THE CONSTRUCTION DRAINAGE �os�on pUBLICWORKS
<br /> � AREA, vEPARrME�vr
<br /> " WATER
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<br /> � 20. THE DUFF LAYER, NATIVE TOP SOIL, AND NATURAL VEGETATION SHALL BE RETAINED IN S�R „Q�'��n�"H��;o„ �„R„�
<br /> AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. IF IT IS NOT �o�F�. 4Pi+ROVAL FOR �u
<br /> FRO":CT tS COtiniTlOflAL PER
<br /> � PRACTICABLE TO RETAIN THE DUFF LAYER IN PLACE, IT SHOULD BE STOCKPILED �w►�c - z�.���NT CITY STANDARDS AND
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<br /> ON-SITE, COVERED TO PREVENT EROSION, AND REPLACED IMMEDIATELY UPON --��- 'E""`T`°R`°"�"��°"""S ■
<br /> emr �rneeR BEEN:s5�e�.
<br /> � COMPLETION OF THE �ROUND DISTURBING ACTIVITIES.
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<br /> � 21 STABIL ZED P�R NOT EANS,NNEEDSTOBBEI STABILIZEDAWI MH STRAWLMU�LCHAPE OR CCD OO�
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