200 W MARINE VIEW DR 2020 Plans 2025-08-07

NE SECT' 7, TWP 29N, RGE SE, W.M. BLUELINE 2 CENTRALWAY•BUITE46J, WORMNO,m llBIXii P;Q&216A661 F.625216A03 1W1N.TiEBLUEUNEGROUP.COM SCALE: AS NOTED PROJECT MANAGER: am Aftifin PE PROJECT ENGINEER: JON KOEPFGEI4 PE DESIGNER.- ISSUE DATE. 3/3T/2021 LEGEND PROPOSED FEATURES WATER NOTES BOUNDARY ASPHALTPAVI7,0NT R G HT-OF-WAY 7. NO CONNECTION TO 7N£IX757NO MAINS ULL SE ALLOWED EXCEPT BY MEANS OF LOT UNE AN APPROVED BACIffLOW PREMMMON DEVICE PRIOR 70 SATIS'ACTORY FLUSHING FLOW t CURB CONCRETE SIDEWALK TESTING DISINFECTTO4 AND RECEIPT OF SATISFACTORY BACMWOLOGYCAL TEST ��U RESULTS CENTER CONCRETE VEHICU(AR PAVEMENT U1 2 CL WWC77ONS 70 AND TAPS ON DZS77NO MAINS NIL,BE MADE BY THE PUBLIC ---EASEMENT 0 WORKS DEPARTMENT AT THE DEVELOPERS EXPENSE 7HE PUBLIC WORKS �•BUZLDINO F007PRINT DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH ------BUILDING OVERHANG H CONNECTION THE PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE -------------BENDING RDOFLRYE DATE AND 7AHE AT WMCH THE CONNECTION SHALL BE MADE W ------BUILDING SETBACK(BSA) C 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS GRADING AND TESL FEATURES 4 A PRE-CONSTRUCTION MEETING SHALL BE HELD NTH THE CITY PRIOR TO THE 10'PROPOSED CONTOURS ►z=r MOPE DAGGER START OF CON57RUCAON.THE CITY OF EVERETT PUSUC WORKS CONSTRUCTION —92 2'PROPOSED CONTOURS DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF —V—�-DAYLIGHT UNE RIPRAP PAD CONSTRUCTION. ®RETAWWG WALL >b ROCK CHECK DAM _ S THE DEWLOPER OR THE DEVELOPER5 AUTHORIZED AGENT SHALL NOTIFY THE ROCKERY ■ 7EMPOPARY Co.THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO CAN RE CONTACTED REGARDING -- —♦FK.7ER FENCE ® 791PORARY CB,TYPE 41 PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASS li CONNS7RUCTION FENCE PIPE FLOW B. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND f8 INCHES VERTICAL CLEARED AREA SEPARATION BETVAMV POTABLE AND NON-POTABLE CONVEYANCE SY57EMS O INTERIM PRorEcnONCATCH BASIN ON CINSERTJ � 7. ALL GIYOF EVERETT VALVES SHALL BE OPERATED BYPUBUC NORXS .. .,,,.,".__..: LW73 OF CLEARING ® 3 _ CCNS7RUCTION ENTRANCE DEPAR7MINrPE77SONHEi ONLY.AIL VALVES NEW AND EXISTING,STALL BE �•••..d W7ERCFP70R SWALf ACCESSIBLE AT ALL TIMES • TRIANGULAR SLIT DIKE O TEMPORARY STAND PIPE no >-�WNEROEP7OR CULVERT SEWER NOTES PROPOSED 570RM DRAINAGE _ f. ALL WORK AND MATERIALS SHALL CONFORM M THE CITY OF EVERETT STANDARDS STORM DRAIN PIPE PIPE FLOW Q AND WSDOT/APWA STANDARD SREdFlCA77ONS -----ROOF d F0077NO DRAIN CULVERT END 0 ROCKERYDRAIN STORM CLEANDUT 2 NO PART OF THE IX ITTARY SEVER SYSTEM STALL ED COVERED,CONCEALED OR SURFACE FLOW PUT INS USE UNTIL?HAS BEEN TESTED,INSPECTED,AND APPROVED 8Y THE r .� y,�D DRAIN p dTYWSPEC70R. RPRAP PAD 2 3 APPROXIMATE LOCA7ONS OF DYS7ING UTUJ77ES HAVE BEEN OBTAINED FROM ■ CATCH BAST.:TYPE A it B RAN GARDEN AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL ® CATCH BASK!TYPE H ... ...SN. OR D17CH 2 BE RESPONSBLE FOR VERIFICARON OF LOCATIONS AND TO AVOID DAMAGE 70 ANY PROPOSED SANITARY SEWER AND WATER O ADD1770MAL UTILITIES NOT SHOWN.IF CONFLICTS NTH H E705TING U77U77ES AROSE DURING CONSTRUCTION,THE CONTRACTOR SHALL N07WY THE PUBLIC WORKS MAWINSPEC �" AIR/VAC RELEASE VALVE C40INEER AND ANY O CHANGES RENT OF SHALL BE APPROVED BY THE PR SEWER SERVICE ENGINEER PRIOR 7D COMMENCEMENT O"RFLA7ID CONSTRUCTION ON 1Hf PROJECT -],- BLOW OFF 4. ALL SEVER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN -------WATER MAW TM GA IF VALVE Q 2 EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO d SEVER MANHOLE ]`[ TEE W/CONC BLOCING Q sraRnHc cONsmucnoN PIPE FLOW �[ SEND W/CONC BLOCKING \ SEWSREDUCER STORM NOTES W MOIT 3-C SLEEVE W 0 y I. NO PART OF 7HE DRABUGE SYSTEM SHALL BE COVERED CONCEALED,OR PUT WTO m- PRIGA77ON METER El COUPLING D USE UNIX IT HAS SEEN INSPECTED TESTED,AND ACCEPTED BY 7HE CITY OF FIRE HYDRANT p DE7EC7VR CHECK VALVE w �/�� EVERETT w TIRE DEFT CONNECTION(FDC) Y POST MCA TOR VALVE(PTV/ J � � Q 2 ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND EXISTING FEATURES ', CONSTRUCTION STANDARDS AND SPECIRCA77ONS AND THE NSDOT/APWA r41 IV1 STANDARD SPECIFICATIONS FOR ROAD,BRIDGE AND MENICPAL CONSTRUCTION - -ADJACENT PLAT/PARCEL UNE -0- POWER POLE (CURRENT @ITIOI). ----ADJACENT RIGHT-OF-WAY/LOTS E__ GUY ANCHOR Q 3 APPROXIMATE LOCATIONS OF&VS7TNG UW77ES HAVE BEEN OBTAIN@ FROM __ #-�STREET UGNTEASEUMVT 2 AVAILABLE RECORDS AND LINE SHOWN FROM CONVENIENCE.THE CONTRACTOR ---- -SURFACE fEATURL3 '*T POLE LIGHT 2 SHALL BE RES°ONSBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE -- 7O ANY ADDIRONAL UTILITIES SHOWN.F CONFLICTS NTH EXISTING U77UOES ARISE --150----f0'CONTOURS DURING CON57 RUC77M THE CON7RACTi7R SHALL NOTIFY THE PUBLIC WORKS ------T82 ----2'CONTOURS P POWER VAULT 0 \ INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY 77YE CITY ----SD-STORM ORAIW PIPE TRANSFORMER Q. ENGINEER PRIOR To COMMINCEMINT OF RELA TTD ccNs7RUC7IoN ON TINE PROJECT. ----SS-SEWER MAN x POWER METER J N 4 ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT -a-WAY OR IN£AS9WIN75 MUST ----W-WATER MAINA/mcnON BOX BE STAKED BY SURVEY FOR UNE AND GRADE PRIOR 70 STARTING CONSTRUCTION. ----OHP-AERIAL POWER UNE ® GAS METER TVI-P-B(/R/@ POWER LINE 5. ALL CA 7CH BASH GRATES MUST BE STENCILED OR STAMPED'DUMP NO WASTE, ----G-GAS MAW Yt1 GAS VALVE DRAWS TO STREAM,LAAZ RIVER,PUCET SOUND,OR WETLAND"CHOOSE ----T-BURIED IRSPHONE LINE TV RISER 0 APPROPINQTE FEATURE FOR THE PROJECT. ----OHT-AERIAL TELEPHONE UNff T 7ELEPHONE VAULT ----P/T-BUB@ POW£R/7ELEPHONE rx V O IFLFPHONE RISER N 1y ----OHPT=AERIAL POWER/TELEPHONE K w ----X-WIRE FENCE a SON 2 a 4{ ... ....DITCH OR SWALE 41 RETAINING WALL CONIFEROUS TREE ABBREVIATIONS CA TcH BASIN.„pEI (D DECIDUOUS TREE E to AC ASBESTOS CONCRETE HIS NOT TV SCALE ® CATCH BARN,TYPE R i ARCH ARCAFTECNRAL OP OVERHEAD POWER D SO PIPE FLOW Ej ASPHALT AVE AVENUE PL PLACE RAW CAPA CRITICAL AREA PRONCTIOW AREA PP PONE?PO 0 YARD D E C8 CATCH BASIN PPU POWER POLE W/UTILITI o STORM RAIN ES UT El CONCRETE G CHNNL CHANNEL PV POWER VAULT ® STORM DRAIN STUB CUP CORRUGA7ED METAL PIPE PVC POLYVINYL CHLORIDE PIPE El GRAVEL COE CITY OF EVERETT PVIWT PAVEMENT Q SEWER MANHOLE GONG CONCRETE RJ RESTRAINED JONT O CPEP CORRUD47ED POLYE7 nZW PIPE RT RIGHT SEVER CL£ANOUT pPNER y C7R CENTER SO STORM DRAW D 55 PPE FLOW �`O )f WAS y 41 CULv CULVERT SDCO STORM DRAW CLEANOUT 0 SENER STUB ZQ' O DUCTILE RON SDMH STORM DRAW MANHOLE DTA DIAMETER s5 SANITARY SERET A FIRE HYDRANT DWY DRIVEWAY 53C0 SANITARY SEVER CIFJINOVT WATER METER Oil-,,�OF EVERETT E.e ELECIMCALXNC7IONBOX SSIH .SANTARY.SENERMANHOLE Ww cATEVALVE REVIEWED FORPERM!T e WT3- v a EAM ELECTRICAL MANHOLE ST STREET FO�? oa m IST Fro FFAACE OF EX7RUD@ CURB S7D STANDARD ® W 7DP MM41OE S'ONM_E-NG B PH FIRE HYDRANT 78C TOP/BACK OF CURB FL FIANCE" 7P TQEPHONEPOLETEL a Fa FIBER F�OFF TIVER71CAL CURB T7wwrL TWO-WAY LEFT TURN LANE UNDERGROUND UTILITY NOTE ti GGA GUY ANCHOR w w� UNDERGROUND UTILITIES ARE SHOWN IN THE APPROPMATE LOCATION. 7HERE 1S ?e W/ WIN NO GUARANTEE THAT ALL U77UTY LINES ARE SHOWN, OR THAT THE LOCA7I0ft U NUMBER: HOPE HIGH VDENSTYPOLYEMYIENE WA WATER MAW SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL ]B- 1 37 64 JvT JOINT U7TUTY TRENCH NM WATER METER INDICATED PIPING WERE CROMNG, INTERFERENCES OR CONNEC77ONS OCCUR NWOT WASHINGTON STATE DEPT. CHNGB(CA MEET NA a m ire LEFT sox WATER TRANSPORTATION rAnoN DETERMINE ACTUAL LOCATIONS,V SIZE AND MA7ER/AL THE CON7RACTOFOR ANY PIPE OR SR SHALL G N-Q 1 MJ MANBOX AL JOINT NV WATER VALVE YD YARD DRAIN MAKE THE APPROPRIATE PROW90N FOR PROTEC770N OF SAID FACIU77ES ONE YL YARD UdHT CONTRACTOR_WALL N077FY M SALI AT 8-1-f(VA4SH/NGT0N871.COM)AND x"a N s v 02021 THE BLUELIAE GROUP ARRANGE FOR FIELD LOCATION OF E7QS7TNG FAgLl77E8 BEFQRE CQNS7R/UC770PL sFHT 2 OF 20