7505 SEAWAY BLVD 2021-02-22 - Laserfiche WebLink

W ILK LEGEND ABBREVIATIONS GENERAL PROJECT NOTES WCLSEAL COMMUNITY TRANSIT CONTACTS EXISTING PROPOSED DESCRIPTION ABBREVIATION NAME OR PHRASE 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS,AND RIGHT-OF-WAY LINE AB ANCHOR BOLT SPECIAL PROVISIONS (CONTRACT DOCUMENTS)AND ALL WORK SHALL COMPLY WITH, IN ORDER OF PRECEDENCE: TODD JACOBS (425) 348-2367 W W WATER LINE AP ANGLE POINT * CONTRACT DOCUMENTS APPROX. APPROXIMATELY *WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL ss SANITARY SEWER UNE CONSTRUCTION, 2016 EDITION PROJECT CONTACTS ASSY ASSEMBLY *WSDOT/APWA STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, CURRENT SD --- --- -- -- STORM DRAIN LINE(SOLID) EDN10N. BOW BOTTOM OF WALL NAME AGENCY PHONE G GAS LINE o CB CATCH BASIN 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DATA SHOWN IN THESE DOCUMENTS AND NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED FEATURES PRIOR TO CONSTRUCTION. 0 P P POWER LINE CLR. CLEARANCE WINDI SHAPLEY OTAK (425) 822-4446 3. THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZONE AND/OR OUTSIDE THE 13 3 T T TELEPHONE/COMMUNICATION UNE CO CLEAN OUT RIGHT-OF-WAY FROM DISTURBANCE.ALL DISTURBED AREAS SHALL BE FULLY RESTORED TO - 8as 2 PROPOSED OR PRE-EXISTING CONDITIONS. o a -x x CHAIN LINK FENCE CONC. CONCRETE 4. STORM DRAINAGE (SD) PIPE SHALL BE SCHEDULE A STORM SEWER PIPE UNLESS NOTED OTHERWISE. m a a WOOD FENCE CONT. CONTINUED 5. ALL DRAINAGE STRUCTURE STATION AND OFFSET TO CENTER OF STRUCTURE. ® WATER METER CPP CORRUGATED PLASTIC PIPE w 6. ALL COMPACTION METHODS, MATERIALS AND PERFORMANCE CRITERIA SHALL BE IN ACCORDANCE WITH o CSBC CRUSHED SURFACING BASE COURSE THE PROJECT PLANS AND SPECIFICATIONS. 10. FIRE HYDRANT d CSTC CRUSHED SURFACING TOP COURSE 7. AN APPROVED SET OF CONSTRUCTION PLANS FOR ALL WORK SHALL BE KEPT ON THE CONSTRUCTION M WATER VALVE SITE AT ALL TIMES. ----- --------- CT COMMUNITY TRANSIT UTILITY CONTACTS P BLOW OFF ASSEMBLY 8. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE APPUCABLE JURISDICTIONS AND A s DIAM. DIAMETER COMMUNITY TRANSIT PRIOR TO STARTING ANY CONSTRUCTION ON THE PROJECT. .. ♦� O SANITARY MANHOLE E EAST 9. THE SOURCE OF SUPPLY OF EACH OF THE MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE le r NAME AGENCY PHONE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO DELNERY. ONLY MATERIALS CONFORMING TO 'R 3 -4 y V . o CLEAN OUT ELEV. or EL. ELEVATION THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROVED BY THE ENGINEER SHALL BE F;1,,•ai..i....o WASIM KHAN CITY OF BOTHELL (425) 806-6773 USED IN THE WORK.TESTING OF MATERIALS MAY INCLUDE TESTS OF ACTUAL SAMPLES, 0 STORM DRAIN MANHOLE EQ. EQUAL MANUFACTURER'S CERTIFICATIONS,APPROVAL OF CATALOG CUTS, OR FIELD ACCEPTANCE REPORTS. t0 --� E.W. EACH WAY 5/24/17 KIRK BROOKS CITY OF EVERETT (425) 257-8814 0➢ 1❑11 STORM DRAIN CATCH BASIN 10. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HERE UPON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED FL FLOW LINE (ELEVATION) IT( GAS VALVE APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE SCOTT SMITH CITY OF MILL CREEK (425) 921-5708 FOC FACE OF CURB CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF'ALL UTIUTY LOCATIONS SHOWN AND GAS METER FURTHER DISCOVER AND AVOID ANY OTHER UTIUTIES NOT SHOWN HERE UPON WHICH MAY BE GRD. GRADE AFFECTED BY THE IMPLEMENTATION OF THE PLAN. UTIUTIES WHICH ARE NOT ABANDONED OR ROBERT WESTLAKE SNOHOMISH COUNTY 425 388-7551 -o- UTILITY POLE REMOVED SHALL BE PROTECTED,SUPPORTED, OR MAINTAINED DURING CONSTRUCTION.THE ( ) HMA HOT MIX ASPHALT CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATIONS SERVICE (811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.THE OWNER AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY GREG WAGNER WSDOT (206) 440-4397 GUY ANCHOR HS HIGH STRENGTH IF A CONFLICT EXISTS. Z UTILITY POLE W/LIGHT HSS HOLLOW STRUCTURAL SECTION O PAUL RICHART ALDERWOOD WATER/WASTEWATER (425) 741-7967 xt LIGHT IE INVERT ELEVATION TUNG LE CENTURYLINK (206) 641-6622 ?� STREET LIGHT JT. JOINT V LF LINEAL FEET cL__-- TRAFFIC SIGNAL POLE CLEARING, GRADING AND TEMPORARY JOSEPH FORDON COMCAST (425) 263-5348 b^ PEDESTRIAN SIGNAL LT LEFT EROSION CONTROL MAX. MAXIMUM CO _ BRIAN SMITH FRONTIER COMMUNICATIONS (425) 263-4038 TRAFFIC SIGNAL CABINET Z MIC MONUMENT IN CASE 1. THE SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHOWN IN THESE PLANS SHALL BE O I P I POWER VAULT MIN. CONSTRUCTED AND FUNCTIONAL BEFORE ANY CLEARING OR GRUBBING CAN BEGIN. ALAN SMITH LEVEL 3 COMMUNICATIONS (918) 547-0050 MINIMUM 2. CONSTRUCTION SHALL BE PHASED TO MINIMIZE THE EXTENT AND DURATION THAT ANY AREA IS U ❑� POWER TRANSFORMER N NORTH EXPOSED. • RICK MATTHEWS MUKILTEO WATER (425) 355-3355 I T I TELEPHONE VAULT NE NORTHEAST 3. INLET PROTECTION SHALL BE INSTALLED ON ALL EXISTING AND PROPOSED STORM DRAIN CATCH Z NO. NUMBER T TELEPHONE MANHOLEBASINS AND INLETS AT THE PROJECT SITE. O PARKER INDORF PUGET SOUND ENERGY (425) 463-6802 NW NORTHWEST 4. ALL CONSTRUCTION ACCESS LOCATIONS SHALL BE STABIUZED PRIOR TO BEGINNING CLEARING AND F o TELEPHONE RISER GRADING ACTIVITIES TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBUC ROADS. IF SEDIMENT IS Q O.C. ON CENTER TRANSPORTED ONTO A ROAD SURFACE,THE ROAD SHALL BE CLEANED THOROUGHLY WITH RICK GILMORE SILVER LAKE WATER (425) 783-8391 © ELECTRICAL MANHOLE SELF-PROPELLED PICKUP STREET SWEEPER. STREET WASHING WITH WATER WILL NOT BE PERMITTED. o OHL OVERHEAD LINE 5. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED V! El ELECTRICAL HAND HOLE AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION JOHN GREGORY SNOHOMISH PUD (425) 783-8391 PC POINT OF CURVATURE UNLESS OTHERWISE SPECIFIED.WHEN THE DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES i-+ o oE� ELECTRICAL METER APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BMP THE DEPOSITS SHALL BE REMOVED AND O� CI PCC POINT OF COMPOUND CURVE LEGALLY DISPOSED OF OFFSITE.VISUAL MONITORING OF THE BMPS WILL BE CONDUCTED BY THE in W z GARY VERVALIN WAVE BROADBAND (425) 896-1958 o CABLE N RISER I?. PROP LINE CONTRACTOR'S ESC LEAD AT LEAST ONCE EVERY CALENDAR WEEK AND WITHIN 24 HOURS OF ANY C Z W RAINFALL EVENT. U © CABLE 1V MANHOLE PRC POINT OF REVERSE CURVE 2/ J� 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER Z o PT POINT OF TANGENCY FINAL SITE STABIUZATION IS ACHIEVED OR WHEN THE ENGINEER DETERMINES THAT THE TEMPORARY N SIGN ` BMP IS NO LONGER NEEDED. THE CONTRACTOR SHALL REMOVE THE ITEM,THEN CLEAN, RESTORE ^ �_ c6i coo ® RETAINING WALL RT RIGHT AND PERMANENTLY STABIUZE ALL DISTURBED AREAS TO THE ENGINEER'S SATISFACTION.TRAPPED W w17. i SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. ( W OQ R/W RIGHT-OF-WAY 0 � � ROCK WALL S SOUTH 7. THIS PLAN MAY BE MODIFIED BY THE CONTRACTOR'S ESC LEAD OR THE ENGINEER IN THE FIELD AS �Z o NECESSARY TO CONTROL EROSION AND THE MIGRATION OF SEDIMENTS AT THE PROJECT SITE. 3CK N 00000 MAIL BOX(ES) SD STORM DRAIN E JCO 8. PROPOSED CATCH BASINS SHALL BE LEFT LOW TO DRAIN AND RAISED AT THE TIME OF FINAL UFT. Q m oa SDCO STORM DRAIN CLEAN OUT EASPHALT CONCRETE PAVEMENT z.,,, • wQ to CEMENT CONCRETE SE SOUTHEAST 0 LII Z10 °� CONIFER TREE SS SANITARY SEWER \ CO�Q n OV 0 DECIDUOUS TREE STA STATION STD STANDARD O t co IRRIGATION CONTROL BOX A SW SOUTHWEST E + MONITORING WELL TBD TO BE DETERMINED SURVEY CONTROL POINT TESC TEMPORARY EROSION & SEDIMENT CONTROL FlamdGlobal Partner E ,, ® SURVEY MONUMENT TOC TOP OF CURB 11241 Willows Road NE Suite 200 FIRE DEPT. CONNECTION TOW TOP OF WALL Redmond, ) o98052 Phone:(425) 4446 N SIGNAL LIGHT TYP. TYPICAL (-V FAX:(425)827-9577 N www.otak.com N © WATER MANHOLE WSDOT WA. STATE DEPT. OF TRANSPORTATION 32130T 8' -0- OIL FILL W.S. WATER SURFACE Project No. .. W/ WITH CO.02 • °' CULVERT Drawing No. 2