2702 FEDERAL AVE 2015 Plans 2022-11-09

GEMERAL NOTES: TESC NOTES: ABBREVIATIONS 1 . THESE NOTES CONTAIN GENERAL INF�RMATION AND 1 . THE IMPLEMENTATION OF THESE EROSION AND SEDIMENTATIO(� Af'PROX APPROXIMATE ARE T0 BE USED IN COMBINATION WITH THE CONTROL {ESC) PLANS AND Tk-`.E CONSTRUCTI4�1, MAINTENANCE A/C ASPHALT SPECIFI�AT(ONS, DRAW{N'GS AND QTHER REFERENCED AND UPGRADfNG OF THESE ESv FACILITIES IS �HE ASPH ASPHALT DQ�UMENTS. RESPONSIBILITY OF TNE CONTRACTOR UNTIL CONSTRUCTION IS BMP BEST MANAGEMENT PRACTICE APPR�VED. BOT BOTI�OM 2. CONTRACTOR SHALL COORDINATE WITH PORI" STAFF CaP CAPACITY AND TENANT TO MINIMIZE DISRUFTION OF TENANT 2. CONSTRUGTION EROSION CONTROL MEASURES MUST BE IN CB CATCH BASIN � OP�RATIONS DI�RING CQNSTRUCTION'. PLACE AND APPROVED BY THE ENGINEER PRIOR T0 ANY CEM CEMENT DEMOLITION ACTlV1TIES. CL CENTERLINE 3. A�L CONFLIGTS SHALL BE BROUGHT TO THE ATTENTIQN CLF CHAIN LINK FENCE - QF THE ENGlf�EER BEFORE BE�INNING AFFECTED 3. ESC FAGILlTIES MUST BE CQNSTRUCTED IN �ONJUNCT�ON WITH CONC 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 SUBMI�ED TO THE SITE, ENTER THE DRAJNAGE SYSTEM, OR VIOLATE APPLLCABLE COE CITY OF EVERETT ENG[f�EER fN ACCQRDAN�E WfTH THE SPECIFICA�FION:S. WATER QUALfTY STANDARDS. CP CONCRETE PIPE 5: EXISTING CONQITIONS SHALL BE INSFECTED BY 4. DURING THE CONTRACT DURATlON, THE ESG F/�CfLkTiES SHALL CRB CRUSHED ROCK BASE CONTRACTOR PRIOR TO THE START OF WORK. THE CSO CO�IBINEQ SEWER OVERFLOW � BE UPGRADED (E.G. ADDITIONAL CATCH BASIN INSERTS, CTR CENTER ENGINEER SHALL BE NQTfFIED QF ANY DISGREPANCIES RELOCATfON OF SEDIMENT GONTAtNMENT DEVICES, ETC.) AS DEMO DEMOLITION BE�f�NEEN THE PL�NS AND THE ACTUAL CQNDITIONS. NEEDED FOR UNEXPECTED STORM EVENTS. ECD ELECTRICAL CONDUIT ED ELECTRICAL DUCT ° 5. THE ESC FACILITIES SHALL BE fNSPECTED, AT A MINIMUM, EL/ELEV ELEVATION LE�AL DESCR'IPTlON: WEEKLY AND AFTER ANY MEASURABLE RAIN �VEN BY THE EM ELECTRICAL METER � CONTRACTOR'S EROSION AND SEDkMENT CONTROL LEAD (CESCL) EOP EDGE OF PAVEMENT AND MAINTAIN'ED AS NECESSARY OR AS DIRECTED BY THE EV ELECTRICAL VAULT PROJECT REPRESENTATIUE TO ENSURE THEIR C�NTINUED EX, EXIST EXISTING FUNCTIQNING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY � ' Y ` ` ' ' ` ' FEET REVIEWS OF THE ESC FACILITIES DURIN'G THE WET SEASON FL FLOW LIN:E � . (OCT. 1 TO APRIL 30) AND OF MONTNLY REVIEWS DIJRING THE G GAS DRY SEASON (MRY 1 TO SEPT 30). GVL GRAVEL HDPE HIGH DENSITY POLYETHYLENE 6. ANY AREAS 4F EXPOSED S�ILS AND/OR MATEF�IAL STOCI�PILES IE I'NVERT ELEVATION THAT WILL NOT BE DISTURBED FOR TWO QAYS DURING THE WET LF LINEAR FEET RE�'ERENCE SYMBOL; SEASON OR SEVEN' DAYS DURING THE DRY SEASON SHALL BE MH MANHOLE , " fMMEDIATELY STABILIZED WITH THE APPROVED ESC I�ETHODS. MIN MINIMUM NTS NOT T0 SCALE 7. THE ESC FACILITIES ON INACTIVE PORTCONS OF THE SlTE SHALL PVMT PAVEMENT �. � SECTION BE INSPECTED AND MAfNTAINED BY THE CONTRACTOR A REPL REPLACE C1 C2 MINIMUM �F ONCE PER WEEK OR WITHIN 24 HOURS FQLLOWIf�G REQ'D REQUIRED � A STORM EVENT. RD ROAD - SD STORM DRAIN . DETAIL 8. STOF�M DRAIN fN�ETS OPERABLE DURIN� CONSTRlJCT10N SHALL SDMH STORM DRAIN MANHOLE � � BE PROTECTED SUCH THAT STORMWATER RUNOFF DOES NOT SF STORM FILTER ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING SS SANITARY SEWER 1 FILTERED OR TREATED TO REMOVE SEDIMENT, OIL AND GREASE. SSMH SANITARY SEWER MANHOLE � SHEET # ST STREET WNE.RE DETAIL C2 C3 9. SAW CU1-1-ING OPERATIONS SHALL if�CLUDE VA�IJUMkN'G OF STa STANDARD IS CALLED FROM —� �_ SLURRY SUCH THAT SLURRY D�ES NOT ENTER THE STORM �1YP TYPICAL SHEET � DRAIN SYSTEM, SANITARY SEWER OR ANY OTHER N'ATURAL OR VERT VERTICAL WHERE DETAIL CONSTRU�TED DRAINAGE CONVEYANCE. �N WATER � OCCURS W/ W ITH 1 d. ACCESS ROUTE TO EARTHWORK AREAS AND PAVEMENT IN �/1'CENITY OF EARTHWORK AREAS SHALL BE CLEANED ; /� THOROUGHLY AT THE END OF EACH: DAY. SEDIMENT SHALL BE T �� D E T/—� � L � E C T I � � REMO�/ED BY SWEEPIN� AND/OR SHOVELING AND SHA�L BE X X SCALE: TRANSPORTED T0 A GONTROL�ED SEDfMENT DISPOSAL A�EA. � �. PAVEMENT WASHfNG W1LL BE ALLOWEa ONLY UPON APPROVAL FROM THE ENGINEER AND Of�LY AF�ER SEDI'MENT IS REMOVED. 11 . N0 SEDIMENT SHALL BE TRAGI�ED }NTO THE �TREET QR ONTO LEGEND: PAVED SURFACES. SEDiMENT SHALL BE REMaVED FROM TF�UCKS � AND EQUIPMENT PRIOR TQ LEAVING THE SITE. IN THE EVENT OF k�� BORE HOLE --- -- � ------- �-µ CHAINLINK FENCE FAILURE �F THE EROSION COf�TROL SYSTEM RESULTI�IG IN °'r' MONUMENT WELL ---- �� i ��'�af� OVERHEAD WIRE LINE �,, ��,, ,,. __�_____. SEQIMENT BEING TRACKED ONTO PAVED SURFA�ES, THE � iNATER VALVE --�= ---�= ---� -- = BURIED POWER L(NE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE S(TIJATION, AND STREET SWEEPfNG SHALL BE �� WATER. SF'IGOT -�--------��----�--�-- CONTOUR LINE EMPLOYED ON AN EMERGENCY` B'ASIS. IF STREET SWEEPING ��:` SANITARY SEWER MANHOLE �� CONT�UR ELEVATION VEHICLES ARE UTkLIZED, THEY SHpLL BE OF THE HIGH '� STORM DRAIN MANHOLE ---� --�: —� -- ,,s SANITARY SEWER LI(�E � EFFiCIENCY� T1�PE. � ``�` � � � � =, TELEPH�ONE� RIS�ER �_�,�`�-;�'..�� -�� RIP—RAP � PL�IV� /��ROV�� 12. DEWATERING WATER MAY NOT BE DISCHARGED IN'TO STORMWATER � - GUY ANCHQR �- UTILCTY POLE 8-dl/- � RUB iC ERVICES DATE � CATCH BASINS OR MANHOLES, UNLESS IT MEETS THE `�'r � �- �"' ELECTRIC �IETER CONCRETE PIPE ��,�, PUBUC WORKS APPROPRIATE WATER QUALITY STANDARD. , � � „� , _____ EROSION S��z�Ld�'�'"- DRAINRGE o�PARrr�Ervr �r� a-;, LUMINARE , EX PIPE SLOPE A PUBLIC WCRKS PERMIT IS REQUiREDPRIOR � CITY ENGIfdEER TO STPRTIPIG ANY CONSTRJCTIOt� C3N Tf�IS �--- PROPOSED PIPE SLOPE DIRECTION PROJECL APPRC��AL FOR THIS PROJcCT 15 COiVDfTIONAL P5R CUiiRENT STANDARDS � AND EXPlRES R-2N��0/��(V.ESS PERMIT ' '- � - r- EX GRADE SLOPE DIRECTION Fo� CONSiRUCTION �as BEEN �ssu�o ' � PROPOSED GRADE SLOPE DIRECTION NOTE: FUL� SIZE IS 2�" x 34" � PROJEGT ENGINEER: SCALE: �'"� _ �.�� D. OATES AS SH VE�ETT DWG. N0. � ��_ � oWN POR� o� E �7 .0 �. �� '�''� � DESIGNED BY: DATE: �� O �. BECKER 7 27 20� 5 D U N LA P B U LK H EA D �- � � � � CIP N0. � _O_015-01 � � k, ' DRAWN BY: CHECKED BY: R E N �V/"�� I � N � �d � � G. C A R E Y D. O A T E S P R o�E c�r P ,o , �ox 538 16015th Avenue, Suite 1300 p 7�27/15 XXX ISSUED FOR BtD. �� -:. � APPRovEo BY: �, j � ( � � � B � E� � �� Q � � � NQ� MT—HT—�015-06 Q EVERETT , WA 982Q6 Seatt}e, Washing�on 98101 � ��I� � � (425) Z59-3 � 64 (2�6} 382-0600 Fax:(206)38�-0500 J Y IVI B V LS H �' D N 0 T E S 4 OF � N0. DATE BY REVISION N0. DATE BY REvisioN SHEET NO. 23 m