2701 12TH ST 2017 Plans 2022-12-12

� PORTION � � OF NE / SECTION 17, TOWNSHIP 29 NORTH, RANGE OS EAST, WILLAMETTE MERIDIAN, . . � SNOHOM ISH COU NTY. � ,-- - � P��P{ � N , rn 0� � � � � �� $ ,�h S� ,�� PRO,J ECT S ITE �� � PROJ ECT ADDRESS : 2701 12th STREET �VERET� WA 982�01 �� � � 529 � - y m � � 72th ��-._�� y �g ' v z� a € �q� � �� O {„ x at� - � GENERAL REQUIREMENTS � TEMPOR ,su n. �� N °° ARY EROSION AND SEDI�1ENT CONTROL NOTES F� ��x� � � � ti�h ��h � w� '�i.�:. J � 1. ALL WORK AND MATERIALS SHALL CONFORM T0 THESE PLANS AND T0 THE REQUIREMENTS OF THE MOST 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN � � . CURRENT EDITION OF THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION STANDARD APPROVAL OF PERMANENT ROaD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, o,� � M SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, WORK AND MATERIALS SHALL ALSO CONFORM TO PIPES, RESTRICTORS, CHANNELa, RETENTION FACILITIES, UTILITIES). �� -.,�" _ ._ . T H E C I T Y O F E V E R E T T D E V E L O P M E N T S T A N D A R D S. I N C A S E O F A C O N FLI CT BETWEEN PLANS, REGULATORY , STANDARDS OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMEM WILL PREVAIL � :,� � i� 2. THE IMPLEMENTATION OF THES� ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, �s t i, st. � � ¢ � � � � R E P L A C EMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE � M 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRAGTOR SHAL� VERIFY THAT ALL REQUIRED PERMITS AND A P P L I C A N T/C O N T R AC T OR UNTIL A L L C O NS TRUCTION IS COMPLETED AND APPROVED AND _ � � a APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION -0R FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR VEGETATION/LANDSCAPING IS E�TABLISHED. HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER CONSTRUCTION DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES, - 3. THE BOUNDARIES OF THE CLEaRING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED 3. THE CONTRACTOR SHALL OBTAIN REVOCABLE ENCROACHMENT PERMITS FROM THE C�TY OF �/EREff IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE PRIOR TO COMMENCING WORK WITHIN PUBUC RIGHTS-OF-WAY. BEYOND TNE FLAGGED CLEARIN�G LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATiON OF CONSTRUCTION. - 4. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH REPRESENTATIVES OF THE CITY OF 4. THE ESC FACILITIES SHOWN 0� THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL EVERETT PUBLIC WORKS DEPARTMENT AND THE PROJEC7 ENGINEER A MINIMUM OF THREE (3) WORKING DAYS CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT PRIOR TO THE START OF CONSTRUCTION. AND SEDIMENT LADEN WATER b0 NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR, VIOLATE . 5. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL ABOVE GROUND AND BURIED DEBRIS AND APPLICABLE WATER STANDARDS _ (n WASTE THAT MAY BE PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING SUB-SURFACE 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED �,V CONDITIONS AND SOILS TYPES. SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE V I C I N I TY M A P � " UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND NOT T O 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, �AFETY DEVICES, SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. O SCALE PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER N�EDED ACTIONS TO PROTECT THE LIFE, HEALTH � AND SAFETY OF THE PUBLIC, AND T0 PROTECT PR4PERTY IN CONNECTION WITH THE PERFORMANCE OF 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY BY THE APPUCANT/CONTRACTOR AND WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. � • INTERRUPT NORMAL TRAFFIC FLOW SNALI, REQUIRE AT I.EAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF � APPLY. ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. }� � ._ �1r - 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS W 8. AT N0 TIME SHALL MORE THA�N ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN � � PROGRESS. A TRAPPED CATCH BASIN , 8, THE CONTRACTOR SHALL INFORM THE ENGINEER AND OBTAW APPROVAL FROM THE CIN OF EVEREff PUBLIC � � 9, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE � WORKS DIRECTOR OF ANY PROPOSED DEVIATIONS FROM THE APPROVED PLANS PRIOR TO CONSTRUCTION OF CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM ■ . THE REVISED IMPROVEMENTS. THE CONTRACTOR SHALL KEEP RECORDS OF ALL DEVIATIONS AND SHALL SYSTEM. ^' � FORWARD THEM TO THE ENGINEER AND TO THE CIlY OF EVEREiT PUBLIC WORKS DEPARTMENT. �, r , ' 10. STABILIZED CONSTRUCTION ENTF2ANCES SHALL BE INSTALLED AT THE BEGINNING OF � > 9. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE BASED UPON A COMBINATION OF FIELD CONSTRUCTION AND MAINTAINEd FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES RECONNAISSANCE, FIELD SURVEY AND UTILITY COMPANY RECORDS AND ARE SHOWN ON THESE PLANS IN AN MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION � Q . APPROXIMATE WAY ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL OF THE VARIOUS OF THE PROJECT. � L UTILITY COMPANfES TO ARRANGE FOR FIELD LOCATIONS OF ALL EXISTING UTILITY FACILITIES PRIOR TO STARTWG � CONSTRUCTION. N0 EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR COSTS INCURRED BECAUSE STORM DRAINAGE NOTES ABBREvI�TIONS � OF DAMAGE DONE TO EXISTING FACIUTIES BY THE CONTRACTOR�S WORK FORCE, INCLUDING COSTS FOR REPAIRS, U WHICH WILL BE CONTRACTOR'S SOLE RESPONSIBILITY. 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR � MAINTAINING THE INTEGRITY OF ALL EXISTING UTILITIES AND TO NOTIF'( THE ENGINEER PROMPTIY OF ANY 1. NO PART OF THE DRAINAGE SY�TEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE � � UNTIL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVEREfT. ACP ASPHALT CONCRETE PAVING F.HYD. FIRE HYDRANT RT RIGHT ^ CONFLICT BEfWEEN THE APPROVED PLANS AND THE LOCATION OF ANY EXISTING UTILITIES. ADA AMERICAN DISABILITIES ACT F/C FACE OF CURB R/W RIGHT OF WAY L.L THE CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE AT LEAST 48 HOURS PRIOR TO STARTING 2. ALL WORK AND MATERIAL SHAL� CONFORM TO THE CITY OF EVERETT DESIGN AND A.F.# AUDITOR'S FILE NUMBER FF FINISH FLOOR SD STORM DRAIN � CONSTRUCTION. PHONE: 1-800-424-5555. ' CONSTRUCTION STANDARDS ANd SPECIFICATIONS AND THE WSDOT/APWA STANDARD APWA AMERICAN PUBLIC WORKS ASSOCIATION FG FINISH GRADE SDCB STORM DRAIN CATCH BASIN }� SPECIFICATIONS FOR ROAD, BRIpGE, AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). APPROX. APPROXIMATE FL FLOWLINE SDR STANDARD DIAMETER RATIO � 10. THE CONTRACTOR SHALL PROTECT ALL PRIVATE AND PUBLIC UTILITIES FROM DAMAGE RESULTING FROM THE A.O. ALGEBRAIC DIFFERENCE FS FINISH SURFACE SDMH STORM DRAfN MANHOLE � WORK. CONTRACTOR SHALL RESTORE ALL PRIVATE AND PUBLIC PROPERTY DISRUPTED BY THE PROJECT B C BACK OF CURB GA. GAUGE SVC SERVICE � IMMEDIATELY AFTER CONSTRUCTION. 3. APPROXIMATE LOCATIONS OF E�ISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE � RECORDS AND ARE SHOWN FROM CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE BW BOTTOM OF WALL GALV. GALVANIZED SP�C. SPECIFICATION � � FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. BMP BEST MANAGEMENT PRACTICE H.C. HANDICAP SSCO SANITARY SEWER CLEAN-OUT , 11. ALL DIMENSIONS AND GR,4DES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL BVCS BEGINNING VERTICAL CURVE STAT(ON I.E. INVERT ELEVATION SSMH SANITARY SEWER MANHOLE � TO CONSTRUCTION. CONTRACTOR SHALL'NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST BVCE BEGINNWG VERTICAL CURVE ELEVATION INV. INVERT STd STANDARD BETWEEN ACTUAL FIELD CONDITIONS AND THE ASSUMED CONDITIONS SHOWN ON THE APPROVED PLANS PRIOR NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY � � THE CITY ENGINEER PRIOR TO �COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. CB CATCH BASIN K RATE OF VERTICAL CURVATURE STF� STATION ' TO PROCEEDING WITH CONSTRUCTION, SO THAT NECESSARY PLAN OR DESIGN CHANGES CAN BE MADE. C&G CURB AND GUTTER LT LEFT S/W SIDEWALK Q � NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR EXTRA WORK, INCLUDING REMOVAL AND 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED CL CENTERLINE LF LINEAL FEET SF SQUARE FOOT '� ' RECONSTRUCTION OF NEWLY BUILT IMPROVEMENTS, MAD� NECESSARY BY ERRORS OF DIMENSION OR GRADE ON BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. CMP CORRUGATED METAL PIPE MAX. MAXIMUM T/W TOP OF WALL r.. }� � TNE APPROVED PLANS, UNLESS SUCH NOTIFICATION WAS GIVEN. CMU CONCRETE MASONRY UNIT MIN. MINIMUM TBOC TOP BACK OF CURB r- � � O CONC. CONCRETE N.I.C. NOT IN CONTRACT > 0 �� 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "UUMP NO WASTE, DRAINS T0 TC TOP OF CURB 1 12. THROUGHOUT THE PERIOD OF CONSTRUCTION, CONTRACTOR SHALL COMPLY WITH THE TERMS OF ALL PERMITS. STREAM, LAKE, RIVER, PUGET SOUND, OR WETLAND.° CHOOSE APPROPRIATE FEATURE FOR THE CPP CORRUGATED POLYETHYLENE PIPE NVPA NATIVE VEGETATION PROTECTION AREA TF TOP OF FOOTING �. (V ..F.i - PROJECT. DIA. DIAMETER OHWM ORDINARY HIGH WATER MARK TP TOP OF PIPE O w� 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EROSION CONTROL MEASURES THROUGHOUT THE EG EX�STING GRADE PROP. PROPOSED � � �V DURATION OF THE PROJECT. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING OR EL. ELEVATION PERF. PERFORATED TYP'. TYPICAL � � � GRADING. VC VERTICAL CURVE LENGTH ^♦ � EOP EDGE OF PAVEMENT PVC POLYVINYL GHLORIDE WM WATER METER N W Q O EVCS ENDING VERTICAL CURVE STATION PVI POINT OF VERTICAL INFLECTION WSpOE WASHINGTON STATE DEPT. OF 1 � 14. ALL MATERIALS TESTING REQUIREMENTS FOR THE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE EVCE ENDING VERTICAL CURVE ELEVATION PC POINT OF CURVATURE ECOLOGY � EX. EXISTWG PT POINT OF TANGENCY . WSDOT WASHINGTON STATE DEPT. OF a- �1� � CONTRACTOR AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WSTRUCTIONS OF THE CIIY OF EVEREfT F&G FRAME AND GRATE R= CURVE RADIUS TRANSPORTATION J W " � PUBLIC WORKS DIRECTOR. CONTRACTOR SHOULD DEfERMINE THESE REQUIREMENTS PRIOR TO THE START OF � U � CONSTRUCTION. � � J (� � 15. ALL PORTLAND CEMENT CONCRETE SHALL BE APWA C�ASS 3000, PER APWA STANDARD SPECIFICATIONS, � � }i : N � � � . SECTION 6-02.3(2)B. U . 16. JUNCTION BOXES, CASTWGS, GRATES, AND VAULTS SHALL NOT BE ALLOWED IN CURB RAMPS. _ � � W L � � � � 17. UPON COMPLETION OF THE PROJECT A CERTIFIED MYLAR AS-BUILT PRINT SHALL BE PROVIDED TO THE CITY. � AS-BUILTS SHALL BE ACCORDING TO CITY OF EVERETT Y � � L � � , 18. UNDERGROUND UTILITIES CONSTRUCTION � � A. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER TO ASSURE ACCURATE AND LL t� � .� TIMELY COLLECTION OF ALL REQUIRED AS-6UILT DATA. THIS DATA MUST ACCURATELY REFLECT THE � � � � LOCATIONS OF ALL UNDERGROUND UTILITIES, BOTTOM OF PIPE ELEVATIONS, INVERT ELEVATIONS, � �� MANHOLE LOCATIONS, BLOW-OFF LOCATIONS AND INVERTS OF SERVICE CONNECTIONS (BOTH AT PIPE SHEET I NOEX � � r AND AT PROPERTY LINE), VERTICAL AND HORIZONTAL BENDS, SERVICE BOXES AND MEfERS, � � � V A L V E S A N D H Y D R A N T S. C A L L A T L E A S T 4 8-H O U R S B E F O R E B U R Y I N G U N D E R GR OUND PIPE TO ASSURE � � AND FACIUTATE REQUIRED AS-BUILT SURVEY. THE ENGINEER WILI PROVIDE CERTIFIED AS-BUfLT MYLARS � .� O �� T O P U B L I C W O R K S U P O N P R O V I S I ONAL ACCEPTANCE OF ROAD AND UTILITY IMPROVEMENTS. _ � � B. UTILITY CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF � � N N EVEREfT DEVELOPMENT STANDARDS, S H E ET # S H E ET NAM E C. TESTING OF NEW WATER'LINES, SANITARY SEWER LINES, AND STORM SEWER SYSTEMS SHALL NOT BE PERFORMED UNTIL ALL OTHER ADJACENT UTILITIES HAVE BEEN INSTALLED. CO� COVER SHEET $c NOTES Job No; 1662 Date:May 19 2017 CO2 EXISTIiVZ', CONDITIONS Fi1e►vo: QQ Drawn Bv: : CO3 CIVIL SITE PLAN Checked Bv: C04 DRAINAGE PLAN 1s�ued for: gt�sEr : A,�p��)V�� 1. BIDSET-MAY19,2017 C05 TEMPORARY EROSION & SEDIMENT CONTROL _ pi��.�C�!r/�R{'�� /�R��GNY 0 BIDADDENDUM-JUN.19�2017 CO6 ROAD DETAILS �L�f � 3. PERMIT RESUBMITTAL-JUL.12,2017 �3Y....., �� c� �_j`"""'.. . C07 DRAINAGE DETAILS DA7� ��%�--,� I . ---- CI?Y OF EVER�T7 F2EVIEWF�FQR PERMIT , : CIVIL - COVER SHEET & , NOTES �� °� ""8D�`� 4 ��' -� c � �y� � o �Y ' �. 1 �, � C'3 W _ -� H � 37432 � , ��'�'�sSj I STt�R��1�� ONAL E . 7-t!-t?