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<br /> SEC. 29, T29N . , R5E. , W. M .
<br /> American Property Development,Inc.
<br /> 110 110th Avenue NE suite 550
<br /> Bellevue,WA 98004
<br /> SCJ ALLIANCE - GENERAL CONSTRUCTION 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 WI1H CITY OF EVERETT STANDARDS AND THE
<br /> THE FOLLOWING MANUAL(S) AND DOCUMENT(S): MANUAL OF UNIFORM TRAFFlC CONTROL DEViCES. & AND FDC FIRE DEPARTMENT CONNEC110N S SOUTH OR SLOPE
<br /> fl ANGLE FDN FOUNDAl10N SCHED SCHEDULE
<br /> CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFlCATIONS 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 11MES. SIGNAGE SHALL BE POSTED AT THE 0 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) �
<br /> GEOTECH REPORT, PREPARED BY EARTH SO1U110NS NW, LLC (UPDATED JUNE 9, 2016) 3. THE CONTRACT� SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BARRICADES, � DEGREE FIN FINISH(ED) �T SHEET U N =Q
<br /> E Q U A L S F L F L O W L I N E S P R I N K L E R W Q �
<br /> 2. ALL GOVERNMENTAL SAFETY REGULATIONS 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 � 3 N
<br /> THE PROPER ROUIING OF VEHICULAR AND PEDESTRIAN TRAFFIC. FT FOOT/FEET > w M �
<br /> > GREATER THAN SQ FT SQUARE FEET ' Q � �o 0
<br /> 3. I T I S 1 H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O D U L Y N O T 1 F Y T H E C I T Y O F E V E R E T f I N A D V A N C E O F T H E " I N C H S Q I N S Q U A R E t N C H � + J u w i o M�
<br /> C O�I M E N C E M E N T O F A N Y A U T H O R I Z E D W O R K A N D T O S C H E D U L E R E Q U I R E D I N S P E C 1 1 0 N S. A N Y R E Q U I R E D I N S P E C 1 1 0 N T E S T # 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 GRND GRO NDIZED SSMH SANITARY SEWER MANHOLE I , ' ►- ���
<br /> � � N��
<br /> 4. THE APPROVAL OF THESE PLANS BY THE CITY OF EVERETT DOES NOT RELIEVE THE CONTRACTOR OR DEVELOPER OF THE ST STREET I � w M
<br /> RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER GOVERNING AGENCIES. AC ASPHALTiC CONCRETE GV GATE VALVE STA STATION � Z z a
<br /> ADQ'L ADDI110NAL STD STANDARD r1 � z"
<br /> CAU110N - NOTICE TO CONTRACTOR ADJT ADJACENT HH HANDHOLE STRUCT STRUCTURE(E, AL) v U o�
<br /> 5. T H E C O N T R A C T O R I S S P E C I Fl 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 1 1 0 N O F E X I S T I N G U T I U T I E S A S S H O W N O N T H E S E P L A N S I S A F F A B O V E Fl N I S H F L O O R H O R I Z H O R I Z O N T A L S W S O U T H W E S T � �
<br /> BASED ON THE PROJECT SURVEY AND OTHER RECORDS OF U11L1TIES. TNE INFORMATION IS NOT TO BE RELIED ON AS BEING AP ANGLE POINT HT HEIGHT SYS SYSTEM o
<br /> EXACT OR CO�IPLETE. THE CONTRACTOR SHALL CALL 811 48 HOURS PRIOR TO PLANNED EXCAVAl10NS. APPROX APPROXIMATE �
<br /> ARCH ARCHITECT IE INVERT ELEVATION T TELEPHONE OR TELEPHONE VAULT
<br /> 6. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISIING CONDITIONS. THE EXISTiNG ATB ASPHALT TREATED BASE COURSE IN INCH 1BD 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 CONDI110NS PRIOR TO BIDDING THE PROPOSED WORK IMPROVEMENTS. IF CONFLJCTS ARE DISCOVERED, JB, J-BOX JUNCTION BOX TC TOP OF CURB ELEVATION
<br /> THE CONTRACTOR SHALL NO11FY THE 01MNER OR OWNER'S REPRESENTATIVE. BCR BEGIN CURB RETURN TELE TELEPHONE �����T O �� � RIGHTS RESERVED
<br /> JT JOINT TRENCH
<br /> BFV BUTTERFLY VALVE kV KILOVOTS TEMP TEMPORARY SUBMITTAL/REVISIONS
<br /> 7. EXISTING UTIUTIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCAl10N, 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 � DAlE DESCRIPTION
<br /> BLK BLOCK(S) KWH KILOWATf HOURS TP, T/P TOP OF PIPE � 2�20/1 BID SET
<br /> POINTS OF CONNECTION PRIOR TO CONNEC110N AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 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 VERTICAL CURB MFR MANUFACTURER
<br /> MH MANHOLE VAP VERTICAL ANGLE POINT
<br /> 9. IT SHALL BE THE RESPONSIBILITY OF 1NE CONTRACTOR TO HAVE A COPY OF TNE APPROVED PLANS, SPECIFlCAl10NS, AND C CONDUIT MIN MINIMUM, MINUTE VC VERIICAL CURVE
<br /> CONTRACT DOCUMENTS AT THE CONSTRUCTION SITE AT ALL 11MES. CB CATCH BASIN MISC MISCELLANEOUS VERT VERTICAL
<br /> CF CUBIC FEET M10N MONUMENT IN CASE VOL VOLUt�E
<br /> 10. ALL VEHICLES AND EQUIPMENT SHALL BE KEPT WIIHIN THE WORK AREAS ESTABLISHED FOR T}iAT WORK SHIFT UNLESS CIRC CIRCUIT, CIRCULA(R, TION)
<br /> TRAVEIJNG TO OR fROM THE SITE. UNDER NO CIRCUMSTANCES SHALL VEHICLES BE PARKED OR EQUIPMENT BE STORED CIP CAST-IN-PLACE N NOR1H, NORTHING W IMEST, WIDTH, WIDE OR WATER
<br /> OUTSIDE OF THESE AREAS.
<br /> CIP MON CAST-IN-PLACE MONUMENT N/A NOT APPLICABLE W/ WITH
<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 NOT INTERFERE OR HINDER THE PROGRESS OR � CENTER LINE NEMA NAl10NAL ELECTRICAL MANUFACTURES � WATER MAIN
<br /> COMPLETION OF WORK BEING PERFORMED BY OTHER CONTRACTORS. CL CROWNLINE ASSOCIAl10N WV WATER VALVE
<br /> CLR CLEAR NIC NOT IN CONTRACT
<br /> 12. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG ALL MATERIALS, LABOR, AN� 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 1NE CITY OF EVERETT AND THE CO ClEANOUT NTS NOT TO SCALE
<br /> PROJECT OWNER. COMM COMMUNICAl10N NW NORTHWEST
<br /> COMPT COMPACTED
<br /> 13. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL "PRE CONSTRUC110N" STATE OR CONC CONCRETE OC, oc ON CENTER
<br /> BETTER. CONST CONSTRUCT OD OUTSIDE DIAMETER
<br /> CONT CONTINU(E, ED, OUS, AT10N) OSHA OCCUPAl10NAL SAFETY & HEALTH
<br /> 14. DRIVEWAY ACCESS AND UTILITY SERVICE TO EXISIING HOMES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES. COORD COORDINATE ADMINISIRATION
<br /> 15. CONTRACTOR MUST REMAIN AWARE OF THE EXISTING OVERHEAD U11LI11ES IN THE CONSTRUC110N AREA AND ADJACENT CSBC CRUSHED SURFACING BASE COURSE •
<br /> AREA TO THE SITE. ALL LOCAl10NS FOR THESE U11LI11ES SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE CSTC CRUSHED SURFACING TOP COURSE P POWER, POWER VAULT '•—
<br /> INFORMATION, WHICH MAY CONTAIN ERRORS. CULV CULVERT PC POINT OF CURVATURE ♦^
<br /> CU YD CUBIC YARD PCC POINT OF COMPOUND CURVE V J
<br /> 16. THE CONTRACTOR IS RESPONSIBLE FOR COORDINAl10N OF CONSTRUCTION AFFECIING UT1LJ11ES AND THE COORDINAl10N OF PED PEDESTAL
<br /> NECESSARY UTILITY RELOCAl10N WORK INCLUDING U11LI11ES, POWER AND TRAFFlC POLES, IRRIGATION LINES AND CONIROLS, D/W DRIVEWAY PI POINT OF INTERSECTION Q
<br /> ETC. DEF DEFLEC110N R PROPERTY UNE �
<br /> DEG DEGREE POC POINT OF CONNECTION � �
<br /> 17. CONTRACTOR IS RESPONSIBLE FOR PROTECTING SHALLOW PIPE FROM DAMAGE DURING CONSTRUC110N. PIPE COVER ON �l-IE DEMO DEMOLISH/DEMOLI110N PP POWER POLE N Z
<br /> DRAWING IS DESIGNED FOR FlNAL GRADE; THEREFORE, ADDITIONAL CARE MUST BE EXERCISED DURING CONSTRUCTION TO DIA DIAMETER PRC POINT OF REVERSE CURVATURE
<br /> MAINTAIN ADEQUATE COVER. M
<br /> DIM DIMENSION(S) PROP PROPERTY �
<br /> 18. PRIOR TO MOBILIZATION, CONTRACTOR SHALL POTHOLE AND REVIEW INFORMA110N ON ALL EXISTING UT1LI11ES. CONTRACTOR DIP DUCTILE IRON PIPE PSI POUNDS PER SQUARE INCH �
<br /> SHALL REVIEW POTHOLE INFORMATION ON U1ILJTY DUCT BANK, GAS LINE, POWER LINE AND OTHER U11LITlES AND ESTABLISH DR DRIVE PT POtNT OF TANGENCY 5
<br /> DEPTHS (TOP AND BOTTOM) OF U1IUTIES IN THE PROJECT WORK AREA. CONTRACTOR SHALL CONTACT ENGINEER WITH ANY DWG(S) DRAWING(S) PVC POINT OF VERTICAL CURVE � G Z
<br /> PVI POINT OF VERIICAL INTERSEC110N •--■ O
<br /> UTILITY CONFLICTS. E EAST OR ELECTRICAL P� P O I N T O F V E R T I C A L T A N G E N T � �/ �.._
<br /> 19. GROUNDWATER MAY EXIST ON 1HE PROJECT SITE. SEE GOETECH REPORT, PREPARED BY EARTH SOLUTIONS NORINWEST EA EACH PVMT PAVEMENT �j LJ.� Ur
<br /> (UPDAlED JUNE 9,2016) ECR END CURB RETURN P� P��R S � Z
<br /> EHH ELECTRICAL HANDHOLE
<br /> EL, ELEV ELEVATION QN QUANIITY Q � �
<br /> ELEC ELECTRIC(AL) � Q Q
<br /> ENGR ENGINEER R RADIUS �
<br /> EOP EDGE OF PAVEMENT RD ROAD, ROADWAY
<br /> � EQUIP EQU PMENT R INF REINFORC(E, ED, ING, MENT) W �
<br /> Z ESMT EASEMENT R E Q'D R E Q U I R E D F � W
<br /> � EVC END VERTICAL CURVE REV REVISION � � �
<br /> � RIM STRUCTURE RIM ELEVAl10N � W
<br /> � EX, EXIST EXISIING RT RIGHT o W
<br /> o EXP EXPANSION R/W, ROW RIGHT OF WAY a
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<br /> � � CALL BEFORE YOU DIG: ��� °F WASyJ��js SAMI OROONEZ 2 OF 32
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<br /> �� 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
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<br /> o � LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE FS FGISTE�� �,� �
<br /> N w UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SIONAL ��
<br /> � A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION, 3/23I2018
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