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<br /> SEC. 29, T29N . , R5E. , W.M .
<br /> American Property Development,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> Believue,WA 98004
<br /> SCJ ALLIANCE - GENERAL CONSTRUCTI4N NOTES: TRAFFIC CONTROL NOTES: TYPICAL ABBREVIATIONS
<br /> 1. ALL WORK, WORKMANSHIP AND MATERIALS FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF OF 1. TRAFFIC CONTROL SHALL BE IMPLEMENTED & MAINTAINED IN ACCORDANCE WITH CITY OF EVERETT STANDARDS AND THE
<br /> THE FOLLOWING MANUAL(S) AND DOCUMENT(S): MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. & AND FDC FIRE DEPARTMENT CONNECTION S SOUTH OR SLOPE
<br /> � ANGLE FDN FOUNDATION SCHED SCHEDULE
<br /> CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT, 2. EMERGENCY VEHICLE ACCESS (E.V.A.) MUST BE PROVIDED BY THE CONTRACTOR THROUGHOUT THE PROJECT SITE. E.V.A. t APPROXIMATELY FF FINISH FLOOR SD, SDMH STORM DRAIN, STORM DRAIN MANHOLE � ,
<br /> HTTPS://EVERETTWA.GOV/DOCUMENTCENTER/HOME/VIEW/243 ROADS AND SIGNAGE SHALL BE MAINTAINED BY THE CONTRACTOR AT ALL TIMES. SIGNAGE SHALL BE POSTED AT 1NE � AT FG FINISHED GRADE SE SOUTHEAST °
<br /> POINT OF ENTRY TO THE SITE AND AT ALL LOCATIONS WHERE A CHANGE IN DIRECTION OCCURS. � CENTERLINE FH FIRE HYDRANT SECT SECTION(S) Z
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<br /> GEOTECH REPORT, PREPARED BY EARTH SOLUTIONS NW, LLC (UPDATED JUNE 9, 2016) ' DEGREE FIN FINISH(ED) SHT SHEET W Z
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BARRICADES, E4UALS FL FLOW LINE SP SPRINKLER V W Q�
<br /> 2. ALL GOVERNMENTAL SAFETY REGULAl10NS SHALL BE STRICTLY ADHERED TO INCLUDING OSHA. FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR ' FOOT SQ SQUARE z � �N
<br /> THE PROPER ROUIING OF VEHICULAR AND PEDESTRIAN 1RAFFIG FT FOOT/FEET > W M� , •
<br /> > G R E A T E R T H A N S Q F T S Q U A R E F E E T ` Q � �o 0
<br /> 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DULY NO11FY THE CITY OF EVERETT IN ADVANCE OF THE " INCH SQ IN SQUARE INCH , , J uwi o LL�
<br /> COMMENCEMENT OF ANY AUTHORIZED WORK AND TO SCHEDULE REQUIRED INSPECTIONS. ANY REQUIRED INSPEC110N TEST # NUMBER G GAS SS SANITARY SEWER ` + ' J Z ��,Q
<br /> W I L L B E P E R F O R M E D A T T H E C O N T R A C T O R'S E X P E N S E. % PERCENT G A L V G A L V A N I Z E D SSMH SANITARY SEWER MANHOLE � ' ' � � e J
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<br /> ST STREET , � N N v
<br /> 4. T H E A P P R O V A L O F T H E S E P L A N S B Y T N E C I T Y O F E V E R E T T D O E S N O T R E L I E V E T H E C O N T R A C T O R O R D E V E L O P E R O F T H E GRND GROUND N w m�
<br /> A C A S P H A L T I C C O N C R E T E GV GATE VALVE STA STATION � z W �
<br /> RESPONSIBILITY TO COMPLY WITH TH E R E Q UIR EM EN T S OF O T H ER G O V E R N I N G A G E N C I E S. ADD'L ADDITIONAL STD STANDARD � z "'
<br /> C A U T I O N - N O T I C E T O C O N T R A C T O R � � U
<br /> ADJT ADJACENT HH HANDHOLE STRUCT STRUCTURE E, AL � o a �
<br /> 5. T H E C O N T R A C T O R I S S P E C I F I C A L L Y C A U T I O N E D T H A T T H E L O C A l 1 0 N O F E X I S T I N G U T I L I T 1 E S A S S H O W N O N T H E S E P L A N S I S AFF ABOVE FINISH FLOOR HORIZ HORIZONTAL SW SOUTHWEST Q
<br /> BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF UTILITIES. THE INFORMATION IS NOT TO BE RELIED ON AS BEING AP ANGLE POINT HT HEIGHT SYS SYSTEM o
<br /> EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL 811 48 HOURS PRIOR TO PLANNED EXCAVATIONS. APPROX APPROXIMATE �
<br /> ARCH ARCHITECT IE INVERT ELEVATION T TELEPHONE OR TELEPHONE VAULT
<br /> 6. THE DESIGN SHOWN IS BASEO UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING ATB ASPHALT TREATED BASE COURSE IN INCH 1�D TO BE DETERMINED ;
<br /> CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON COMPILED SURVEY DATA. THE CONTRACTOR IS RESPONSIBLE AVE AVENUE TBM TEMPORARY BENCH MARK �
<br /> FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, JB, J-BOX JUNCTION BOX TC TOP OF CURB ELEVATION
<br /> THE CONTRACTOR SHALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE. BCR BEGIN CURB RETURN TELE TELEPHONE COPYRIGHT �c 2oos, ALL RIGHTS RESERVED
<br /> JT JOINT TRENCH
<br /> BFV BUTTERFLY VALVE kV KILOVOTS TEMP TEMPORARY SUBMITTAL/REVISIONS
<br /> 7. EXISTING UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, DIA, LENGTH, BGS BELOW GROUND SURFACE kW KILOWATT TOW TOP OF WALL
<br /> CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED / DATE DESCRIP110N
<br /> POINTS OF CONNECTION PRIOR TO CONNEC110N AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. BLK BLOCK(S) KWH KILOWATT HOURS TP, T/P TOP OF PIPE
<br /> BLDG BUILDING TYP TYPICAL "
<br /> 8. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL APPROVALS BM BENCHMARK MAX MAXIMUM UDG UNDERGROUND
<br /> AND PERMITS. BVC BEGIN VERIICAL CURB MFR MANUFACTURER
<br /> MH MANHOLE VAP VERTICAL ANGLE POINT
<br /> 9. IT SHAL� BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND C CONDUIT MIN MINIMUM, MtNUTE VC VERTICAL CURVE
<br /> CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL TIMES. CB CATCH BASIN MISC MISCELLANEOUS VERT VERTICAL � �
<br /> CF CUBIC FEET MON MONUMENT IN CASE VOL VOLUME � �
<br /> 10. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WITHIN THE WORK AREAS ESTABLISHED FOR THAT WORK SHIFT UNLESS CIRC CIRCUIT, CIRCULA(R, TION)
<br /> TRAVELING TO OR FROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED CIP CAST-IN-PLACE N NORTH, NORTNING W WEST, WIDTH, WIDE OR WATER
<br /> OUTSIDE OF THESE AREAS.
<br /> CIP MON CAST-IN-PLACE MONUMENT N/A NOT APPLICABLE W/ WITN
<br /> 11. OTHER CONSTRUCTION PROJECTS MAY OCCUR NEAR THE PROJECT SITE AND MAY BE IN PROGRESS CONCURRENT WITH THE CJ CENTER JOINT NE NORTHEAST W/0 WITHOUT
<br /> PROJECT. THE CONTRACTOR SHALL COOPERATE AS NECESSARY AND NOTINTERFERE OR HINDER THE PROGRESS OR �. CENTER LINE NEMA NATIONAL ELECTRICAL MANUFACTURES � WATER MAIN
<br /> COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. CL CROWNLINE ASSOCIATION WV WATER VALVE ,
<br /> CLR CLEAR NIC NOT IN CONTRACT
<br /> 12. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL MATERIALS, LABOR, AND EQUIPMENT NECESSARY COE CITY OF EVERETT N0, No NUMBER XFMR TRANSFORMER
<br /> TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE CITY OF EVERETT AND THE CO CLEANOUT NTS NOT TO SCALE
<br /> PROJECT OWNER. COMM COMMUNICAIION NW NORTHWEST
<br /> COMPT COMPACTED ,
<br /> 13. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUCTION" STATE OR CONC CONCRETE OC, oc ON CENTER : .
<br /> BETTER. CONST CONSTRUCT OD OUTSIDE DIAMETER
<br /> CONT CONIINU(E, ED, OUS, AT10N) OSHA OCCUPATIONAL SAFETY & HEALTH
<br /> 14. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISTING HOMES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. COORD COORDINATE ADMINISTRAl10N
<br /> 15. CONTRACTOR MUST REMAIN AWARE OF THE EXISTING OVERHEAD UTILITIES IN THE CONSTRUCTION AREA AND ADJACENT CSBC CRUSHED SURFACING BASE COURSE '
<br /> AREA TO THE SITE. ALL LOCATIONS FOR THESE Ul1LI11ES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE CSTC CRUSHED SURFACING TQP COURSE P POWER, POWER VAULT I--
<br /> INFORMATION, WHICH MAY CONTAIN ERRORS. CULV CULVERT PC POINT OF CURVATURE �^
<br /> CU YD CUBIC YARD PCC POINT OF COMPOUND CURVE ���� �
<br /> 16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINAl10N OF CONSTRUCTION AFFECIING UTILITIES AND THE COORDINATION OF PED PEDESTAL Q
<br /> NECESSARY UTILITY RELOCATION WORK INCLUDING UTiLITIES, POWER AND TRAFFIC POLES, IRRIGATION LINES AND CONTROLS, D/W ORIVEWAY PI POINT OF INTERSECTION �
<br /> ETC. DEF DEFLECTION R PROPERTY LINE
<br /> DEG DEGREE POC POINT OF CONNECTION � �
<br /> 17. CONTRACTOR IS RESPONSIBLE FOR PROTECTING SHALLOW PIPE FROM DAMAGE DURING CONSTRUCTION. PIPE COVER ON THE DEMO DEMOtISH/DEMOLITION PP POWER POLE N Z ,
<br /> DRAWING IS DESIGNED FOR FINAL GRADE; THEREFORE, ADDITIONAL CARE MUST BE EXERCISED DURING CONSTRUCTION TO DIA DIAMETER PRC POINT OF REVERSE CURVATURE M
<br /> MAINTAIN ADEQUATE COVER.
<br /> DIM DIMENSION(S) PROP PROPERTY �
<br /> 18. PRIOR TO MOBILIZATION, CONTRACTOR SHALL POTHOLE AND REVIEW INFORMATION ON ALL EXISTING UTILITIES. CONTRACTOR DIP DUCTILE IRON PIPE PSI POUNDS PER SQUARE INCH �
<br /> SHALL REVIEW POTHOLE INFORMATION ON UTILITY DUCT BANK, GAS LINE, POVYER LINE AND OTHER UTILITIES AND ESTABLISH DR DRIVE PT POINT OF TANGENCY �
<br /> DWG(S) DRAWING(S) PVC POINT OF VERTICAL CURVE
<br /> DEPTHS (TOP AND BOTTOM) OF UTILIIIES IN THE PROJECT WORK AREA. CONTRACTOR SHALL CONTACT ENGINEER WITH ANY PVI POINT OF VERTICAL INTERSECTION � �— O
<br /> UTILITY CONFLICTS. E EAST OR ELECTRICAL PVT POINT OF VERTICAL TANGENT � � � �
<br /> 19. GROUNDWATER MAY EXIST ON THE PROJECT SITE. SEE GOETECH REPORT, PREPARED BY EARTH SOLUTiONS NORTHWEST EA EACH PVMT PAVEMENT (�
<br /> (UPDATED JUNE 9,2016) ECR END CURB RETURN PWR POWER � � z
<br /> EHH ELECTRICAL HANDHOLE ^
<br /> EL, ELEV ELEVATION Q�' QUANTITY Q LL �
<br /> ELEC ELECTRIC(AL) � Q j � ,
<br /> ENGR ENGINEER R RADIUS �
<br /> EOP EDGE OF PAVEMENT RD ROAD, ROADWAY >
<br /> � EQ EQUAL(LY) REF REFERENCE O �"
<br /> � EQUIP EQUIPMENT REINF REINFORC(E, ED, ING, MENT) � � W
<br /> Z REQ D REQUIRED �
<br /> � ESMT EASEMENT �
<br /> a EVC END VERTICAL CURVE REV REVISION � � W
<br /> � EX, EXIST EXISTING R M RIGHT�RE RIM ELEVATION o W
<br /> � EXP EXPANSION
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<br /> �Q THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR � - 2 SHEET TITLE
<br /> � THE LOCATION AND PROTECTION OF ALL EXISTING � �
<br /> ^ � UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY o � �v
<br /> � � LOCATIONS PRIOR TO CONSTRUCTION BY CA�LING THE � RFGI STER�� �� G N�O I
<br /> � � UNDERGROUND LOCATE �INE 811 OR 1-800-424-5555 SSIONAL ���
<br /> A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
<br /> � � 12/19/2017
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