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�gEq� LEGEND ABBREVIATIONS GENERAL PROJECT NC�TES <br /> WC'.LSEAL <br /> COMMUNI 1 1 TRA1 VSIT �ONTAGTS EXISTING PROPOSED DESCRIPTION A�A� �� � 1. ALL WORK SHALL BE PERFORMED lN ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS, AND <br /> -------- RIGHT-OF-WAY LINE AB ANCHOR BOLT SPECIAL PROVISIONS (CONTRACT DOCUMENTS) AND ALL WORK SHALL COMPLY WITH, IN ORDER OF <br /> TODD JACOBS (425) 34H-23C7 � �� PRECEDENCE: <br /> �',l W WATER LINE AP ANGLE POINT * <br /> CONTRACT DOCUMENTS <br /> SANITARY SEWER LINE APPROX. APPROXIMATELY * WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL <br /> PROJECT CONTACTS �� �� ASSY ASSEMBLY * WSDOT/APWA STANDARDDPLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, CUftRENT <br /> -�---- SD — — — STORM DRAIN LINE (SOLID) EDITION. <br /> BOW BOTTOM OF WALL �, <br /> NAM E AG E N CY P H O N E � GAS LINE 2. THE CONTRACTOR SHALL VERIFY A�L EXISTING QATA SHOWN IN THESE DOCUMENTS AND NOTIFY o <br /> CB CATCH BASW ENGINEER IMMEDIATELY OF ANY CONFLICTS WITH PROPOSED FEATURES PRIOR TO CONSTRUCTION. "' <br /> � <br /> P P POWER LINE CLR. CLEARANCE � <br /> WINDI SHAPLEY OTAK (425) 822-4446 3. THE CONTRACTOR SHALL PROTECT ALL AREAS OUTSIDE THE WORK ZQNE AND/OR OIJTSIDE THE � o <br /> T T TELEPHONE COMMUNICATfON LINE RIGHT-OF-WAY FROM DISTURBANCE. ALL DISTURBED AREAS SHALL BE FULLY RESTORED TO <br /> � C� C�EAN OUT P R O P O S E D O R P R E-E X I S T I N G C O N D I T I O N S. ` °'� n <br /> U Q <br /> X � CHAIN LINK FENCE CONC. CONCRETE 4. STORM DRAINAGE (SD) PIPE SHALL 8E SCHEDULE A STORM SEWER PIPE UNLESS NOTED OTHERWISE. '� <br /> m <br /> � � � WOOD FENCE CONT. CONTINUED _ <br /> 5. ALL DRAINAGE STRUCTURE STATION AND OFFSET TO CENTER OF STRUCTURE. <br /> � WATER MEfER CPP CORRUGATED PLASTIC PIPE � <br /> 6. ALL COMPACTION MEfHODS, MATERIALS AND PERFORMANCE CRITERIA SHALL BE tN ACCORDANC� 1�lTH � <br /> CSBC CRUSHED SURFACING BASE COURSE THE PROJECT PLANS AND SPECIFICATIONS. <br /> ,� FIRE HYDRANT <br /> � <br /> CSTC CRUSHED SURFACING TOP COURSE 7. AN APPROVED SET OF CONSTRUCTION PLANS FOR ALL WORK SHALL BE KEPT �N THE CONSTRUCTIQN � <br /> iX1 WATER VALVE SITE AT ALL TIMES. -- -- - <br /> CT COMMUNITY TRANSIT �. . ,�+ <br /> UTILITY CONTA�TS '� BLOW OFF ASSEMBLY 8. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE APPLICABLE JURISDICTIONS AI�� � o� ,� - � a <br /> DIAM. DIAMETER COMMUNITY TRANSIT PRIOR TO STARTING ANY CONSTRUCTION ON THE PROJECT. � ��, �`� ,� <br /> ..., .,� ft rr � <br /> C� SANITARY MANHOLE E EAST 9. THE SOURCE OF SUPPLY OF EACH OF THE MATERIA�S FURNISHEQ 8Y THE CONTRACTOR SHACl. �E � '� � '� <br /> NAM E AG EN CY P H 0 N E SUBMITfED TO THE ENGINEER FOR APPROVAL PRIOR TO DELIVERY. ON�Y MATERIALS CONfQ�t�ING T� <br /> o CLEAN OUT ELEV. or EL. ELEVATION THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND APPROVED BY THE ENGINEER SHALL 6E �� ��.� <br /> USED IN THE WORK. TESTING OF MATERIALS MAY INCLUDE TESTS OF ACTUAL SAMPLES, � �Q��`�*�� <br /> WASIM KHAN CITY OF BOTHELL (425) 806-6773 � STORM DRAIN MANHOLE EQ. EQUAL MANUFACTURER'S CERTIFICATIONS, APPROVAL OF CATALOG CUTS, OR FIELD ACCEPTANCE REPORi'S, ��' � <br /> �/��fl <br /> KIRK BROOKS C1TY OF EVERETT (425) 257-8814 � �❑� STORM DRAIN CATCH BASIN E.W. EACH WAY 10. ALI. LOCATIONS OF EXISTING UTILITIES SHOWN HERE UPON HAVE BEEN ESTABLISHED BY FIEL[? <br /> �--� SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOUI.D THEREFORE BE CONSIDEREQ <br /> FL FLOW LINE (ELEVATION) APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF TH� <br /> � GAS VALVE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND <br /> SCQTT SMITH CITY OF MILL CREEK (425) 92� —�J7Og FOC FACE OF CURB FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HERE UPON WHICH MAY BE <br /> i�O GAS METER AFFECTED BY THE IMPLEMENTATION OF THE PLAN. UTILITIES WHICH ARE NOT ABANDONED OR <br /> GRD. GRADE REMOVED SHALL BE PROTECTED, SUPPORTED, OR MAINTAINED DURING CONSTRUCTION. THE <br /> ROBERT WESTIAKE SNONOMISH COUNTY (425) 388-7551 -�c7- UTILITY POLE HMA HOT MIX ASPHALT CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATIONS SERVICE (811) AT LEAST 48 <br /> HOURS PRIOR TO CONSTRUCTION. THE OWNER AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY <br /> GREG WAGNER WSDOT (206) 440-4397 �� GUY ANCHOR HS HIGH STRENGTH IF A CONFLICT EXISTS. � <br /> -�-�� UTIUTY POLE W/ LIGHT HSS HOLLOW STRUCTURAL SECTION O <br /> PAUL RICHART A�DERWOOD WATER/WASTEWATER (425) 741 -7967 � LIGHT iE INVERT ELEVATION �, <br /> TUNG LE CENTURYLiNK 41 — `��—�-� sTRE�r ucHT �T. �oiNT U <br /> (206) 6 6622 <br /> LF LINEAL FEET CLEARIN ADING AND TEMPORARY � <br /> C�.`=y-- TRAFFIC SIGNAL POLE G, GR <br /> JOSEPH FORDON COMCAST (425) 263-5348 �}., PEDESTRIAN SIGNAL LT �EFr <br /> MAX. MAXIMUM EROSION CC)NTROL � <br /> � TRAFFIC SIGNAL CABINET Z <br /> BRIAN SMITH FRONTIER COMMUNICATIONS (425) 263—�UJ�H MIC MONUMENT IN CASE 1. THE SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHOWN IN THESE PLANS SHALL BE <br /> P POWER VAULT CONSTRUCTED AND FUNCTIONAL BEFORE ANY CLEARWG OR GRUBBING CAN BEGIN. O <br /> � MIN. MINIMUM <br /> ALAN SMITH LEVEL 3 CQMMUNICATIONS (918) S�I-7—OO50 2. CONSTRUCTION SHALL BE PHASED TO MINIM4ZE THE EXTENT AND DURATION THAT ANY AREA IS U <br /> � POWER TRANSFORMER N NORTH EXPOSED. <br /> RICK MATTHEWS MUKILTEO WATER (425) 355-3355 � TELEPHONE VAULT NE NORTHEAST 3. INLEi' PROTECTION SHALL BE INSTALLED ON ALL EXISTING AND PROPOSED STORM DRAIN CATCH � <br /> � TELEPHONE MANHOLE N0. NUMBER <br /> BASINS AND INLEfS AT THE PROJECT SITE. O <br /> PARKER INDORF PUGET SOUND ENERGY (425) 46J�-68O2 NW NORTHWEST 4. AL� CONSTRUCTION ACCESS LOCATIONS SHALL BE STABIUZED PRIOR TO BEGINNING CLEARING AND � <br /> � TELEPHONE RISER GRADING ACTIVITIES TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS � <br /> O.C. ON CENTER TRANSPORTED ONTO A ROAD SURFACE, THE ROAD SHAL� BE CLEANED THOROUGHLY WITH <br /> o RICK GILMORE SILVER LAKE WATER (425) 7S3—H39 � � ELECTRICAL MANHOLE SELF-PROPELLED PICKUP STREET SWEEPER. STREET WASHING WITH WATER WILL NOT BE PERMITTED. � � <br /> � OHL OVERHEAD �INE � <br /> �' S. ALL TEMPORARY AND PERMANENT EROSION ANQ SEDIMENT CONTROL BMPS SHALL BE MAINTAINED <br /> o JOHN GREGORY SNOHOMISH PUD (425) 783-8391 � ELECTRICAL HAND HO�E PC POINT OF CURVATURE AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION � <br /> UNLESS OTHERWISE SPECIFIED. WHEN THE DEPTH OF ACCUMULATED SEDIMENT AND DEBRIS REACHES �I-� � <br /> z �a�� ELECTRICAL MEfER PCG POINT OF COMPOUND CURVE APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BMP THE DEPOSITS SHALL BE REMOVED AND �— <br /> o GARY VERVA�IN WAVE BROADBAND 425 596— � g58 LEGALLY DISPOSED OF OFFSITE. VISUAL MONITORING OF THE BMPS WILL BE CONDUCTED BY THE N � W <br /> o � � � C A B L E N R I S E R F� P R O P L I N E C O N T R A C T O R S E S C L E A D A T L E A S T O N C E E V E R Y C A L E N D A R W E E K A N D W I T H I N 2 4 H O U R S O F A N Y � Z <br /> J RAINFALL EVENT. � � <br /> C�� CABLE N MANHQLE PRC POINT OF REVERSE CURVE � � J(n <br /> rn 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER � <br /> � ��- SIGN PT POINT OF TANGENCY FINAL SITE STABILIZATION IS ACHIEVED OR WHEN THE ENGINEER DEfERMINES THAT THE TEMPORARY z O <br /> N BMP IS NO L�NGER NEEDED. THE CONTRACTOR SHALL REM�VE THE ITEM, THEN CLEAN, RESTORE � � �� <br /> o RT RIGHT AND PERMANENTLY STABILIZE ALL DISTURBED AREAS TO THE ENGINEER'S SATISFACTION. TRAPPED W <br /> j �=�� REfAINING WALL SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. O W O� <br /> 3 R/W RIGHT-OF-WAY � � <br /> � C=x-.�y.--�3 ROCK WALL 7. THIS PLAN MAY BE MODIFIED BY THE CONTRACTOR'S ESC LEAD OR THE ENGINEER IN THE FIELD AS �yJ <br /> o S SOUTH NECESSARY TO CONTROL EROSION AND THE MIGRATION OF SEDIMENTS AT THE PROJECT SITE. � � z� <br /> [����� MAIL BOX(ES) <br /> � SD STORM DRAIN 8. PROPOSED CATCH BASINS SHALL BE LEFT LOW TO QRAIN AND RAISED AT THE TIME OF FINAL LIFT. � �m <br /> � � Qm <br /> o �'^� :_� : � :� : � : � : ASPHALT CONCRETE PAVEMENT SDCO STORM DRAIN CLEAN OUT � • <br /> o �\ ��C <br /> j �.:'�:��:� :�::��:.�:�� �:.;��..�:'� CEMENT CaNCRETE SE SOUTHEAST O � �� <br /> U W <br /> °' CONIFER TREE SS SANITARY SEWER <br /> .� V �Q <br /> � <br /> a <br /> i �"`� STA STATION <br /> Y ��S DECIDUOUS TREE <br /> STD STANDARD • � <br /> s <br /> � IRRIGATION CONTROL BOX <br /> = SW SOUTHWEST -_' �,� � , <br /> � -�- MONITORING WELL ����_;,�. � ,.. � ��� #. � <br /> TBD TO BE DETERMINED � _ ° ' �_. �_ � �' *"� .� <br /> � SURVEY CONTROL POINT !�� � �a � <br /> ��-//� , ;�, <br /> � <br /> � TESC TEMPORARY EROSION & SEDIMENT CONTROL °�'°� <br /> ' '`�' ��.�,�--'' HanmiGlobal Partn�r <br /> � � SURVEY MONUMENT TOC TOP OF CURB � ��� re��=' <br /> .. ;, ,v• <br /> ��osro� n, � 11241 Willows Road NE <br /> � � �L�A�tr;W;:- Suite 200 <br /> � FIRE DEPT. CONNECTION TOW TOP OF WALL ! y ,, � � <br /> � Redmond, Y►as ' on 98052 <br /> � � SIGNAL LIGHT ' " R"�'I� `vowcs °Es�� Phone: (425) 822-4446 <br /> o TYP. TYPICAL ; ���`�R REQtSI�=u PRIOR TO SYAt� 4 <br /> N ANY coNSTaucrcoN on T= : FAX: (425) 827-9577 <br /> PRO)ECT. ApFROVAL FGR Tti�'� www.otak.com <br /> PROJECT IS CONDITlONAL PE�t <br /> � <br /> WSDOT WA. STATE DEPT. OF TRANSPORTATION c�RA�NT c S AND <br /> N � WATER MANHOLE T�F �"�uN�:ss <br /> F� 32130T <br /> exnz�es <br /> � -�3- OIL FILL W•S. WATER SURFACE E �INEER BEENSSSUED. Project No. <br /> � VERMIT FOR CONSTRUCi��� <br /> � W, WITH - Co. oz <br /> a; !� CULVERT <br /> o Qrawing No. <br /> � <br />