2702 FEDERAL AVE 2017-05-23 - Laserfiche WebLink

GENERAL NOTES: TESC NOTES: ABBREVIATIONS 1. THESE NOTES CONTAIN GENERAL INFORMATION AND 1. THE IMPLEMENTATION OF THESE EROSION AND SEDIMENTATION APPROX APPROXIMATE ARE TO BE USED IN COMBINATION WITH THE CONTROL (ESC) PLANS AND THE CONSTRUCTION, MAINTENANCE A/C ASPHALT SPECIFICATIONS, DRAWINGS AND OTHER REFERENCED AND UPGRADING OF THESE ESC FACILITIES IS THE ASPH ASPHALT DOCUMENTS. RESPONSIBILITY OF THE CONTRACTOR UNTIL CONSTRUCTION IS BMP BEST MANAGEMENT PRACTICE APPROVED. BOT BOTTOM 2. CONTRACTOR SHALL COORDINATE WITH PORT STAFF CAP CAPACITY AND TENANT TO MINIMIZE DISRUPTION OF TENANT 2. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN CB CATCH BASIN OPERATIONS DURING CONSTRUCTION. PLACE AND APPROVED BY THE ENGINEER PRIOR TO ANY CEM CEMENT DEMOLITION ACTIVITIES. CL CENTERLINE 3. ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION CLF CHAIN LINK FENCE OF THE ENGINEER BEFORE BEGINNING AFFECTED 3. ESC FACILITIES MUST BE CONSTRUCTED IN CONJUNCTION WITH CONIC CONCRETE WORK. ALL CONSTRUCTION ACTIVITIES, AND IN SUCH A MANNER AS TO CONN CONNECT ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE CONT CONTINUOUS 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE SITE, ENTER THE DRAINAGE SYSTEM, OR VIOLATE APPLICABLE COE CITY OF EVERETT ENGINEER IN ACCORDANCE WITH THE SPECIFICATIONS. WATER QUALITY STANDARDS. CP CONCRETE PIPE 5. EXISTING CONDITIONS SHALL BE INSPECTED BY 4. DURING THE CONTRACT DURATION, THE ESC FACILITIES SHALL CRO CRUSHED ROCK BASE CSO COMBINED SEWER OVERFLOW CONTRACTOR PRIOR TO THE START OF WORK. THE BE UPGRADED (E.G. ADDITIONAL CATCH BASIN INSERTS, CTR CENTER ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES RELOCATION OF SEDIMENT CONTAINMENT DEVICES, ETC.) AS DEMO DEMOLITION BETWEEN THE PLANS AND THE ACTUAL CONDITIONS. NEEDED FOR UNEXPECTED STORM EVENTS. ECD ELECTRICAL CONDUIT ED ELECTRICAL DUCT 5. THE ESC FACILITIES SHALL BE INSPECTED, AT A MINIMUM, EL/ELEV ELEVATION LEGAL DESCRIPTION: WEEKLY AND AFTER ANY MEASURABLE RAIN EVEN BY THE EM ELECTRICAL METER CONTRACTOR'S EROSION AND SEDIMENT CONTROL LEAD (CESCL) EOP EDGE OF PAVEMENT AND MAINTAINED AS NECESSARY OR AS DIRECTED BY THE EV ELECTRICAL VAULT PROJECT REPRESENTATIVE TO ENSURE THEIR CONTINUED EX, EXIST EXISTING FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY FT FEET REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON FL FLOW LINE (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE G GAS DRY SEASON (MAY 1 TO SEPT 30). GVL GRAVEL HDPE HIGH DENSITY POLYETHYLENE 6. ANY AREAS OF EXPOSED SOILS AND/OR MATERIAL STOCKPILES IE INVERT ELEVATION THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET LF LINEAR FEET REFERENCE SYMBOL: SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE MH MANHOLE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS. MIN MINIMUM NTS NOT TO SCALE 7. THE ESC FACILITIES ON INACTIVE PORTIONS OF THE SITE SHALL PVMT PAVEMENT A SECTION BE INSPECTED AND MAINTAINED BY THE CONTRACTOR A REPL REPLACE C1 C2 MINIMUM OF ONCE PER WEEK OR WITHIN 24 HOURS FOLLOWING REQ'D REQUIRED A STORM EVENT. RD ROAD SD STORM DRAIN 8. STORM DRAIN INLETS OPERABLE DURING CONSTRUCTION SHALL SDMH STORM DRAIN MANHOLE DETAIL # SF STORM FILTER BE PROTECTED SUCH THAT STORMWATER RUNOFF DOES NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING SS SANITARY SEWER SHEET # FILTERED OR TREATED TO REMOVE SEDIMENT, OIL AND GREASE. SSMH SANITARY SEWER MANHOLE ST STREET WHERE DETAIL (2DC 9. SAW CUTTING OPERATIONS SHALL INCLUDE VACUUMING OF STD STANDARD IS CALLED FROM"O' SHEETSLURRY SUCH THAT SLURRY DOES NOT ENTER THE STORM TYP TYPICAL # DRAIN SYSTEM, SANITARY SEWER OR ANY OTHER NATURAL OR VERT VERTICAL WHERE DETAIL CONSTRUCTED DRAINAGE CONVEYANCE. W WATER OCCURS W/ WITH 10. ACCESS ROUTE TO EARTHWORK AREAS AND PAVEMENT IN VICINITY OF EARTHWORK AREAS SHALL BE CLEANED x THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE DETAIL/SECTION REMOVED BY SWEEPING AND/OR SHOVELING AND SHALL BE X X SCALE: TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. IIPAVEMENT WASHING WILL BE ALLOWED ONLY UPON APPROVAL FROM THE ENGINEER AND ONLY AFTER SEDIMENT IS REMOVED. 11. NO SEDIMENT SHALL BE TRACKED INTO THE STREET OR ONTO LEGEND: PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF BORE HOLE CHAINLINK FENCE FAILURE OF THE EROSION CONTROL SYSTEM RESULTING IN MONUMENT WELL OHw -- OVERHEAD WIRE LINE SEDIMENT BEING TRACKED ONTO PAVED SURFACES, THE X WATER VALVE -E - � - BURIED POWER LINE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE WATER SPIGOT CONTOUR LINE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING SANITARY SEWER MANHOLE a)) CONTOUR ELEVATION VEHICLES ARE UTILIZED, THEY SHALL BE OF THE HIGH STORM DRAIN MANHOLE --E - SANITARY SEWER LINE EFFICIENCY TYPE. TELEPHONE RISER �-�-N��= RIP-RAP 12. DEWATERING WATER MAY NOT BE DISCHARGED INTO STORMWATER - GUY ANCHOR UTILITY POLE CATCH BASINS OR MANHOLES, UNLESS IT MEETS THE _ ELECTRIC METER CONCRETE PIPE APPROPRIATE WATER QUALITY STANDARD. LUMINARE EX PIPE SLOPE ♦— PROPOSED PIPE SLOPE DIRECTION EX GRADE SLOPE DIRECTION PROPOSED GRADE SLOPE DIRECTION NOTE: FULL SIZE IS 22" x 34" PROJECT ENGINEER: SCALE: DWG. t`J0, \y' D. OATES AS SHOWN PORT OF EVERETT C1.0 " DESIGNED BY: DATE: D U N LA P BULKHEAD F Port o = J. BECKER 7/27/2015 CIP NO. LL .f DRAWN BY: CHECKED BY: RENOVATION 1-0-015-01 EVERM 16015th Avenue,Suite 1300 am G. CAREY D. GATES PROJECT YI P.O. BOX 53e 7/27/15 XXX ISSUED FOR BID. APPROVED BY: CIVIL ABBREVIATIONS, NO. MT-HT-2015-06 C EVERETT, WA 98206 Seattle,Washington 48101 (425) 259-3164 (206)382-0600 Fax(206)382-0500 - N0. DATE BY REVISION N0. DATE BY REVISION SYMBOLS AND NOTES SHEET NO.___ OF 23 7/a