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<br /> GENERAL NOTES :
<br /> 1.WORK HOURS:
<br /> THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 AM TO 10:00 PM, SEVEN STORM DRAINAGE NOTES O
<br /> DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON-SITE AT ALL TIMES
<br /> WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND -
<br /> PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND W
<br /> CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME. THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. p_,
<br /> 2. CALL 48-HOURS BEFORE THE FOLLOWING: B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE
<br /> REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL I 0
<br /> FOR INSPECTION CONTACT 360.299.1951. MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION J °� ° c0
<br /> L
<br /> AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT - e 106 102 "1/IH'z°10 _
<br /> A. PRIOR TO WORK START UP. DISPLACEMENT. -- ` ST '°°fi "'° 0 ~I
<br /> 0
<br /> C. PRIOR TO POURINGANY UTILITY T-IN-P CE IN THE RIGHT-OF-WAY. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE °„ I - O
<br /> C. PRIOR TO CAST-IN-PLACE CONCRETE STRUCTURES. °' '°' "°' "' °s """""
<br /> D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUBGRADE. CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. ] - 11°1 17
<br /> 0
<br /> ' 909
<br /> 4.4C\2
<br /> E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND - J +� -1 11 -- 9 �L,
<br /> F. PRIOR TO ASPHALT PAVING. MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED 11 ° II "'° O
<br /> °< ° t=tb ==tz tt�' t=°< ° co
<br /> THE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF ,• ,
<br /> 3. MATERIALS AND WORKMANSHIP: AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED U
<br /> BY THE PIPE SUPPLIER. B3 12, 1114 1
<br /> A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS ° °°0 03 019 ° •
<br /> °° ,__,
<br /> E. ALL 12-INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM I ter' °�-r f _°°° E 1808 0 C�
<br /> B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE - , _ ,_ -n Q C�
<br /> REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. SEWER AND CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION °„ °,3 a=4 I- c El O
<br /> 9-05.19 CORRUGATED POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH a 809 6 - O
<br /> THRU 10-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL 1212 =d°N =dW 120 "" "_' °'° °°
<br /> y£ V• =t°9 ltOl =°2°
<br /> C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE AN C.S.B.C. IS PUT IN PLACE, °�
<br /> ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS THE REQUIREMENTS OF AASHTO M252 AND BE MANUFACTURED WITH A SMOOTH INTREGRAL18110G� �--�
<br /> 24-HOUR NOTICE. USE THE TESTING PROTOCAL PROVIDED BY THE CITY. ITEMS TO BE LINING THAT COMPLIES WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO 903 1=13 tz== 1201
<br /> °„ °„ °11 O
<br /> COMPACTION TESTED WILL INCLUDE THE PIPE BEDDING (SECTION 7-08.3(1)C), BACKFILL M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. =ms o �° °=I ,° ° C33 CID
<br /> W
<br /> (SECTION 7-08.3(3) AND SUB-GRADE FOR SURFACING (SECTION 2-06.3(2) AND ASPHALT - -�1 - p • 191=
<br /> (SECTION 5-04.3 10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. �u L ®' o x'
<br /> 4_° 41°6 tz z fEj \G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. "' °'° °'a °°° 4 ,' i � O
<br /> D. INSPECTIONS: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, - "�'
<br /> BACKFILL, SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND • 20 19�1 W O
<br /> H. THE END OF THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED "STORM DRAIN" ON B°3 =- /
<br /> SIDEWALK. IF A PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL °°3 t°=, °°°1 A I ,�
<br /> A PVC PIPE. °° . I � °=t =°�t°°,=°°, °° I 9°9 �t { 01: \a . c0:
<br /> DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED. KNOW THE SCHEDULE I u_i °°s AND LET THE CITY KNOW. I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTION w °°s
<br /> ABOVE THE GROUND SHALL BE LABELED "STORM SEWER" WITH BLACK LETTERS. IT SHALL ALSO > °° C' °" ' 200
<br /> E. TESTING PROTOCAL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL IDENTIFY THE INVERT OF THE STUB. _ Q°t= it
<br /> °zBE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL °s 0 9°
<br /> USED IN THE RIGHT-OF-WAY. SEE THE CITY OF ANACORTES TESTING SCHEDULE. L7 °ta ui44
<br /> / ~' 21ST ST.
<br /> J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. ° III
<br /> � I� > z100 �
<br /> F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND K. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH 023 °°° .0 z ° O /El SITE w 91 • 19 e" a°' �e
<br /> PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF / °
<br /> AND SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH i - a 2111
<br /> LIFT). THE DITCH. o �03 I 'I' a1 p 0
<br /> 2' I
<br /> L. FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE • ° -- °° 0 "" 0 °E °°s '°°
<br /> G. CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUBGRADE, TRENCHES, CONCRETE, STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. = • = • • ='
<br /> OR ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT „,„
<br /> DOCUMENTS. ID
<br /> . , 903
<br /> ,M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A o 0t9 ° „°, oa
<br /> 4.TRAFFIC CONTROL AND PUBLIC SAFETY: MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE ° 1
<br /> CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679.
<br /> O
<br /> A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED •� O
<br /> A FLAGGING COURSE OR AN OFF-DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS U ..--1
<br /> SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE SHALL CONFORM TO THE FOLLOWING: 0
<br /> GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. i•%
<br /> - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO
<br /> B. SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD CC
<br /> THE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER V C \ TY �A\
<br /> NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, •ct
<br /> i-i co
<br /> POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN
<br /> C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS APPROVED OUTFALL LOCATION. 99 9 E rd O
<br /> DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE SCALE : 1 - 3 0 0
<br /> LOCATION OF SIGNAGE, FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED - OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED � �_,
<br /> DIMENSIONS. NO DETOURS ALLOWED WITH APPROVAL FROM THE PUBLIC WORKS DIRECTOR. "STORM" ON THE END OF THE PIPE AND SHALL EXTEND 36-INCHES ABOVE THE GROUND. p.,
<br /> D. FOR STREET CLOSURE: CALL 91 1 OR FOR CELL PHONES, CALL 360.336.3131.
<br /> DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO 1. CITY OF ANACORTES:
<br /> CONVEY FLOWS THROUGH INDIVIDUAL LOTS. A. STEVEN LANGE: PROJECT MANAGER B. JUSTIN: PUBLIC WORKS INSPECTOR : ;b
<br /> E. CONSTRUCTION SAFETY: IS THE RESPONSIBLITY OF THE CONTRACTOR. OFFICE: 360.299.1983 OFFICE: 360.299.1972 •1 ,
<br /> - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF CELL: 360.661.3468 CELL: 360.661.3547 Gt ;., c �p
<br /> ALL STUB OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS FAX: 360.293.1938 FAX: •360.293.1938 ` I - - r--1 O
<br /> 5. ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: TELEPHONE, CABLE, ETC.)
<br /> EMAIL: STEVEL©CITYOFANACORTES.ORG EMAIL: JIMB©CITYOFANACORTES.ORG � U O '^'
<br /> A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO ® O 73
<br /> - ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT � �, O G�
<br /> RECYCLED MATERIAL ALLOWED. OWNER. C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER SCHEIDULj ,i Ht ill AH \ s k - �+ PP
<br /> B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. OFFICE: 360.293.1920
<br /> C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. FAX: 360.293.1938E • •
<br /> D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES C 1 Cover Sheet, Vicinity Plan tvj °'
<br /> PROCTOR". WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. REGARDING TECHNICAL AND ENGINEERING MATTERS.
<br /> ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES & Construction Notes o
<br /> 6.TRENCHES IN DEVELOPED RIGHT-OF-WAY: LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL
<br /> HAVE LOCKING LIDS.
<br /> CURRENT WSDOTOT FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. FOR QUALITY ASSURANCE, SAFETY, FIELD COORDINATION AND INSPECTIONS.
<br /> SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE ANY OTHER CITY PERSONEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE C 2 Existing Site Plan
<br /> SPECIFICATIONSQ. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION
<br /> A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. POLLUTANTS". SHOULD BE FOLLOWED.
<br /> B. TRENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. B. CITY OF ANACORTES WATER DEPARTMENT C3 Erosion Control Plan
<br /> R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 1 1, OR THE INLET TYPE AS DEFINED IN SAID
<br /> C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED 2.ADDITIONAL CONTACT INFORMATION: TERRY NEMETH: FOREMAN -.1
<br /> MATERIAL ALLOWED. APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. OFFICE: 360.293.1921 n 4
<br /> OF
<br /> 7. DRAINAGE SYSTEM CONSTRUCTION: S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT A. CITY LA ANACORTES STREET DEPARTMENT C4 Site Improvements Plan
<br /> BILL RSEN: FOREMAN COMCAST CABLE
<br /> RINGS. OFFICE: 360.293.1921 Bill Inama, Construction Maintenance
<br /> A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE CELL; 360-815-6354 C5 Perk Filter and BMP Details
<br /> MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON THE ADJUSTMENT BLOCKS IN LIEU OF C. COMCAST CABLE FAC: 360-527-8302
<br /> STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE PRECAST COLLAR. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS CASEY JONES: NEW CONSTRUCTION EMAIL: bill_inama@cable.comcast.com
<br /> TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST MAY BE REQUIRED TO FINISH GRADE. INSTALLATION WITH THE PAVED ROADWAY SHALL BE CELL: 425.508.7335
<br /> THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PER THE CITY OF ANACORTES TYPE I CATCH BASIN WITH 18-INCH BARRIER CURB DETAIL FAX: 360.527.8302 CASCADE NATURAL GAS
<br /> B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND UNLESS SPECIFIED AS A THRU-CURB INLET. EMAIL: CASEY_JONES@CABLE.COMCAST.COM Jim Hobbs
<br /> SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. D. CASCADE NATURAL GAS OFFICE: 360-336-3911
<br /> U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH Ted McCammant CELL: 360-941-0499
<br /> C. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL. GRATE. OFFICE: 360.336.3842, FAX: 360-336-2564
<br /> D. GRASS LINED SWALES SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION Cell: 360-708-4689 EMAIL: james.hobbs@cngc.comC
<br /> ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. V. A LOW PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE FAX: 360.336.2564 PUGET SOUND ENERGY
<br /> E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT CITY OF ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND EMAIL: ted.mccammant©cngc.com CONSTRUCTION SEQUENCE
<br /> BRICKS. STORM SEWER MAINS. CALL 360.293.1921 TO SCHEDULE APPOINTMENT. 48-HOUR Jane Major-Municipal Construction
<br /> F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. NOTICE REQUIRED. (SECTION 7-17.3(2)H). E. PSE/INTOLIGHT Planner
<br /> Lane Mahler, Project Manager OFFICE: 360-766-5571 r 1
<br /> W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METALLIC OFFICE: 425-462-3624 CELL: 360-791-2748 1 . INSTALL TEMPORARY EROSION CONTROL MEASURES. C-4
<br /> 8. RESTORATION OF RIGHT-OF-WAY: PIPES. THE METALLIC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED CELL: 425-429-1356 EMAIL: Jane.major@pse.com ,+) r n 1
<br /> A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION. CONTINUOUSLY THE LENGTH OF THE STORM DRAIN TRENCH. FAX: 425.462.3149 Frontrier 2. COMPLETE OFFSITE STORM WATER IMPROVEMENTS.
<br /> B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS EMAIL: lane.mahler@PSE.COM Bret Murdock r
<br /> DISTURBED BY EXCAVATION. (SECTION 9-14.2) X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE OFFICE: 360-707-0641
<br /> CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION. CELL: 425-417-7085 P �OJ ECT DATU V
<br /> C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL
<br /> FAX: 360-757-4338
<br /> ACCEPTANCE. (SECTION 7-07.3) Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE EMAIL: bret.t.murdock@ftr.com \AV D 8 8 AT TOP 0 F
<br /> MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE
<br /> 9. FINAL INSPECTION AND ACCEPTANCE: ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, \
<br /> SEE SECTION 1-05.1 1 AND SECTION 1-08.5 THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST S D VI H V \ \ E F
<br /> THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. . I ) 1
<br /> A. WHEN THE CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE DEVELOPER: r-I a�
<br /> CONTRACTOR WILL: Z. OVERFLOW, SPILLWAY, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND p OWNER REPRESENTATIVE(PROJECT MANAGER) CORNER OF D W#2 �' - X X X - 9 EV -
<br /> SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. COMPANY NAME: Anacortes A artment Associates .�
<br /> - COMPLETE THE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". OWNER NAME: Gene Bouma NAME: Gene Bouma \TERSECT O\ \ EAR
<br /> GIVE THE COMPLETED "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM" M. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL. OFFICE: 360-220-6508 OFFICE: 360-220-6508
<br /> CELL: CELL: 360-220-6508 This plan sheet is accepted for construction in accordance with the
<br /> TO THE PUBLIC WORKS INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS >> >> Cit of Anacortes ordinances and policies. Actual conformance of the
<br /> ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS FAX: FAX: C U R 3 AT 18TH & 0 design with applicable laws is the sole responsibility of the L) C
<br /> ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. EMAIL: boumagene©gmail.com EMAIL: boumagene©gmail.com g PP P Y
<br /> B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY professional engineer, whose name and stamp appear on this sheet.
<br /> OF ANACORTES DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. ENGINEERING FIRM: AVE \ U E. Acquiring, complying with, and providing mitigation for all Federal,
<br /> MATERIAL TESTING COMPANY: State, County, and Local Laws, permits, and mandates, includingbut SHEET NO.
<br /> WILL COMPLETE THE PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR
<br /> COMPANY NAME: Herrigstad Engineering PS ' not limited to the Endangered Species Act, Federal Wetland Permit,
<br /> FOR REINSPECTION. THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. OWNER NAME: Dale Herrigstad COMPANY NAME: ELEV. - 30 .09 g P
<br /> C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE DUST CONTROL NOTES g OWNER NAME: State Department Pollutant Fisheries Hydraulics Permit, Federal Flood Plain
<br /> C 1
<br /> CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE CELL: 0-770 25 804 CELL: \AV D 8 8 thePer es, National he Developer,rge Elimination and System Permits is
<br /> CELL: 360-770-2585 CELL: C�C� the responsibility of the Landowner, their Engineer.
<br /> PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.1 1) 1. Dust control shall be maintained duringconstruction bywateringthe FAX:
<br /> FAX: The issuance of this permit shall not be construed as proof of
<br /> D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL "AS-BUILTS" OR "DRAWING construction road when and where truck traffic is concentrated. EMAIL: dale@herrigstad.com g EMAIL: compliance with applicable laws and permit requirements. REV.: -
<br /> OF RECORD" (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE JOB NO: 2020-17
<br /> PROJECT MANAGER. HEIR
<br /> E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY EROSION CONTROL SUPERVISOR: c�of was��Gs DATE: May 2020
<br /> OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. NAME: TBD �P� ti0o� CITY ENGINEER DATE
<br /> OFFICE :0 1 $4$4 z6 The acceptance will expire one year from the date SCALE: Noted
<br /> 10. MISCELLANEOUS: CELL 0al . noted above.
<br /> DRAWN: D. HERRIGSTAD
<br /> A. AS-BUILTS/DRAWING OF RECORD: REFER TO "GEN-13 - DRAWING OF RECORD". EMAIL: 0
<br /> -0 27807 CHECK: D. HERRIGSTAD
<br /> B. UTILITY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. 'Pr) RScisTER�o ��
<br /> FSS/ONALENG\� 4- 17-2020 rev . - , April 17 , 2020 1 OF5
<br /> SHEET____ ____
<br />
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