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HomeMy WebLinkAboutPermit File 513 34th Street GENERAL NOTES : 1. pD0uRS: �� 0 )� N • r G� THE CITY OF ANACORTES ORD. ORDINANCE ALLOWS WORK FROM HALO AM TO 10:00 PM, SEVE1N I ((�11 ((�J t II 0 '1 t 1111 /(tom 0 i I� 0 II) V 11. i t s DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON SITE AT ALL TIMES " p. o �� �� C r+ WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME. EROSION CONTROL NOT 2°CALL 48*OURS BEFORE T01R FOLLOWING: FOR INSPECTION CONTACT 360.299.1951, STORM DRAINAGE NOTES A. A Certified Erosion and Sediment Control Supervisor is required. The ESC Supervisor must have attended and yearstoday'sprovide1-- _- ( Y-- PI' m A. PRIOR TO WORK START UP, Erosion and Sediment Control class within 3- from date. Must certification card. I it B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT-OF-WAY, A, ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND ; ___ I-._ �, C. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible for all erosion control. I I t, I 1 D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUBGRADE. THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. The facilities shall be inspected daily and maintained to ensure proper functioning. Written records shall be kept of - ,' iI 'i I f w ' : E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. �° B• ALL POLY VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE weeklyreviews and after everysignificant storm event of the ESC facilities duringthe wet season October 1 to —_ T A,g,.,, - -t "II "-7 F. PRIOR TO ASPHALT PAVING. j _ _= 1 17ni II t`L._ _ Z REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL April 30). Monthly reviews during the dry season (May 1 to September 30), Written records shall be turned into i I _ ,� L,�am j ! Q S, MA�TEROALSMBWOR3NANeD00D� MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION the Project Manager or Inspector on a weekly basis at the weekly scheduled project meetings, 4_L_ + ,V,a, Cn AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT i'1 A, ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS DISPLACEMENT. - p r: C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE C. Shall be in place per the approved set of plans prior to any construction start. ~f _ II .1 y i su }I= F, ti j 1 B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE _ . r Tel < _ . • I IJA CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. D. The erosion control shall be inspected once a and modified to meet the conditions as needed. REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. day surrounding '4 ( i_. y -` I 'I ou F + i1 , D. ALL CORRUGATED POLYETHYLENE PIPES CPEP SHALL BE SMOOTH INTERIOR AND a "k I .ai , II O C. SUBGRAAGE COMPACTION TESTrSg: WILL BE DONE BEFORE AN C.S.B,C. IS PUT IN PLACE, ( ) � __ W ALL TRENCHES WILL BE TESTED FOR COMPACTION, THE MATERIAL TESTING LAB NEEDS MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED E. Provide a 4x4 foot sign displaying a 24-hour contact number and name of the ESC Supervisor. The letter size rl 7. THE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF shall be a minimum of 2" letters. This shall be in place prior to construction start. Remember, the look of the =""�„ I qi 24-HOUR NOTICE. USE THE TESTING PROTOCAL PROVIDED BY THE CITY. ITEMS TO BE AASHTO M249, ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED sign will be a reflection of the Contractor and Developer and Development. _ _ COMPACTION TESTED WILL INCLUDE THE PIPE BEDDING (SECTION 7-08.3(1)C), BACKFILL BY THE PIPE SUPPLIER. g �8� �. ''° C/� (SECTION 7-08.3 3) AND SUB-GRADE FOR SURFACING (SECTION 2-06.3(2) AND ASPHALT J'�1 F _ a -__ ai ,._ -..cw SECTION 5 04.3�10)B). E. ALL 12-INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM F, The storm drain system and existing ditches shall be cleaned daily (Section 7- 07.3). All drainage systems shall I I Ii'I ;''"'7 `�: L ' ,arm �, .,,SEWER AND CULVERTS SHALL COMPLY WITH THE REQUIREMENTS OF WSDOT/APWA SECTION be cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. - I ,.I ji < } OD. ONSPECTOONS: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, 9-05.19 CORRUGATED POLYETHYLENE CULVERT PIPE, JOINTS SHALL BE SOIL-TIGHT, ALL 3-INCH : ` � i _ hit."--1 BACKFILL, SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND THRU 10-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL _ "u _._ ;t' �.y Q SIDEWALK. IF A PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL G. Install the filter fabric between frame and grate on all catch basins on and off site affected down line of 1 W wrz THE REQUIREMENTS OF AASHTO M252 AND BE MANUFACTURED WITH A SMOOTH INTREGRAL I , ' I I F DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED, KNOW THE SCHEDULE LINING THAT COMPLIES WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO project. The fabric shall be installed over the top of the cover to prevent any unwanted silt to enter the structure, 9 I „ I ° •° C 0; O AND LET THE CITY KNOW. M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. No sediment shall accumulate in the catch basin, ;. "` ' & t I I we me . „y Q �''i C� E. TESTh1iR L: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL w L. BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER, H. Install Silt fencing per the City of Anacortes Standard Details in areas shown on plans. �m e : Ji �- —�' - USED IN THE RIGHT-OF-WAY. SEE THE CITY OF ANACORTES TESTING SCHEDULE. e G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT, ' ' ns ni 'p° I. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained I 01 , �°° 4, „, <C F. ALL E COMPACTIONA TEST SHALL PLACINGBE APROVED BY THE CITY CIOF ANACORTES, SHALL ENGINEER AND H, THE END OF THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED "STORM DRAIN' ON duringthe duration of the project Additional measures maybe required such as washpads to ensure that all I i I 1 a4 W PROJECT MANAGER PRIOR TO OF CRUSHED SURFACING, ASPHALT, CURB, IN EACH pavedkeptCityCity I i iI q #,' I I AND SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIREDA PVC PIPE. areas are clean. No mud is allowed to enter onto streets. See the of Anacortes - h ` I. W H LIFT). "Construction Entrance" detail IV ` �" ��.+ I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTIONsin44 ^ C4 W G. CITY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUBGRADE, TRENCHES, CONCRETE, ABOVE THE GROUND SHALL BE LABELED "STORM SEWER" WITH BLACK LETTERS. IT SHALL ALSO I h q r } I ; 44 rt, F' OR ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT ��_` � ,.,. _ " -:. " O IDENTIFY THE INVERT OF THE STUB. J. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the l.� .._- s � DOCUMENTS. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES, dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) - - _ - �.. t — �3.� w O 4.TRAFFIC CONTROL AOdDaPUDOgOSAG�; K. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGHT K, Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to � `� �r. �.y Q -it A. FLAGGING: ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one - '9" A FLAGGING COURSE OR AN OFF-DUTY POLICE OFFICER IS REQUIRED. THE JOB WILL BE THE DITCH, (1) week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to -- SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE L. FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE remain uncovered shall be submitted to the Project Mtlnager. The Project Manager can require seeding in additional ""' " "' GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. areas in order to protect surface waters, adjacent propetes or drainage facilities. ^i B. SEWAGE:ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE THE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A L. Penalties for an Erosion Control violation are subject top $300 to1000 fine under Chapter 17.66 Penalties VI C I N ITY PLAN NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. for Violation. Each day is considered a different violation. C. TRAF FOC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS SCALE. 1 "- 200 ' DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT. STUB-OUTS LOCATION OF SIGNAGE, FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED SHALL CONFORM TO THE FOLLOWING: DIMENSIONS. NO DETOURS ALLOWED WITH APPROVAL FROM THE PUBLIC WORKS DIRECTOR. El - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO D. FOR STREET CL©WORE CALL 911 OR FOR CELL PHONES, CALL 360.336.3131. AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER BELOW ARE THE CONTACT NAMES AND NUMBERS FOR THE KEY PEOPLE THAT RE INVOLVED WITH E. ®ONffiiTRODGTO®kb SAFETY:IS THE RESPONSIBLITY OF THE CONTRACTOR. LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, THIS PROJECT, PLEASE INCLUDE THIS LIST ON THE PLAN SET, IT SHOULD INCLUDE A 24-HOUR CM POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN EMERGENCY NUMBER FOR EACH. g CQ 5,1i2®AWAYBiiii ��mamildT,�r:IDSU RAAImICONSTiRUDCION: APPROVED OUTFALL LOCATION. A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO - OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED 1.CITY OFANACORTES El c0 Cn RECYCLED MATERIAL ALLOWED. "STORM" ON THE END OF THE PIPE AND SHALL EXTEND 36-INCHES ABOVE THE GROUND. A. STEVEN LANGE: PROJECT MANAGER B. JIM BALDWIN: PUBLIC WORKS INSPECTOR ____ E � OFFICE: 360.299.1983 OFFICE: 360.299.1972 � �► B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. - DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO - � C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. CONVEY FLOWS THROUGH INDIVIDUAL LOTS. CELL: 60.293.1938 CELL: 360,661.3547 _ FAX 360.293.1938 FAX: 3fi0.293.1938 c, v. D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB, USE A "MODIFIED - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF_h • - / EMAIL: STEVEL®CITYOFANACORTES,ORG EMAIL: JIMB®CITYOFANACORTES.ORG v- lasitews .� PROCTOR". .a„.-- ,*F rr ALL STUB OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS ? G) M TELEPHONE, CABLE, ETC.) C. ERIC : 360.SHJARBACK: ASSISTANT CITY ENGINEER SCHEDULE r DRAWINGS " — c o S.TRENCHES ON®WELO(PfE®R0 KW-OF-WAY; OFFICE: 360.293.1920 SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 THE ~^" I - ALL INDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT FAX: 360.293.1938ct CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. OTION. OWNER. THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES C 1 Cover Sheet, Vicinity Plan +0-4 = a, A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. REGARDING TECHNICAL AND ENGINEERING MATTERS. B. TRENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. P. ALL STORM DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES 8C Construction Notes Go $.; C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. FOR QUALITY ASSURANCE, SAFETY, FIELD COORDINATION AND INSPECTIONS. a) MATERIAL ALLOWED. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE ANY OTHER CITY PERSONEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE C2 Site Utility Plan Z.DRAINAGE ameta CONSTRUCTION: LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL PROJECT MANAGER, IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION ---� O HAVE LOCKING LIDS, SHOULD BE FOLLOWED. A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHAL PROVIDE ADEQUATE { Q. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFALL TO STREAM, DUMP NO 2.,ao[➢040OP�ALCON AC 0NFO_RDVdtIIMON; � STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE POLLUTANTS". TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID A. CITY OF ANACORTES STREET DEPARTMENT B. CITY OF ANACORTES WATER DEPARTMENT �+^� THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. MAC JACKSON: FOREMAN TERRY NEMETH: FOREMAN APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE, B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND OFFICE: 360.293.1921 OFFICE: 360.293.1921 CONCRETE NOTES SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. - S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT SECTION 8-04 AND 8-14 OF THE CURRENT WSDOT SPECIFICATION FOR ROAD, BRIDGE AND C. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK. NO RECYCLED MATERIAL. RINGS. C. COMCAST CABLE D. CASCADE NATURAL GAS MUNICIPAL CONSTRUCTION. D. GRASS LINED SWALES WHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON THE ADJUSTMENT BLOCKS IN LIEU OF CASEY JONES: CONSTRUCTION DEWIGHT BELL ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE, PRECAST COLLAR, THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS CELL: 425.508.7335 OFFICE: 360.336.2189, EXT: 4211 (8-5) A. CALL FOR FORM INSPECTIONS BEFORE PLACING CONCRETE. CALL 360.299.1951 TO E. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT MAY BE REQUIRED TO FINISH GRADE. INSTALLATION WITH THE PAVED ROADWAY SHALL BE FAX: : CASEY 8302 AFTER 0 33S: 1.800.552.0615 SCHEDULE. EMAIL CASEY_JONESUCABLE.COMCAST.COM FAX 360.336.2564 BRICKS. PER THE CITY OF ANACORTES TYPE I CATCH BASIN WITH 18--INCH BARRIER CURB DETAIL B. NO MONOLITHIC POURS ALLOWED PER THE CITY OF ANACORTES CITY ENGINEER, IN OTHER EMAIL: F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. UNLESS SPECIFIED AS A THRU-CURB INLET, WORDS, THE SIDEWALK, CURB AND GUTTER, DRIVEWAYS, DRIVEWAY APRONS, WHEELCHAIR RAMPS, ETC, ARE TO BE INDIVIDUAL POURS AND SEPERATED BY A FABRIC EXPANSION JOINT. • S. ES-Mr', TooNOFRI,tHT-OF-WAY; U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH E. PSE/INTOLIGHT F. VERIZON NORTHWEST COD GRATE. SHERI CLARKE CHRIS PARMETER: ENGINEER C. PROTECTING THE CONCRETE IS THE RESPONSIBILITY OF THE CONTRACTOR, NO GRAFFITI, A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDITION. OFFICE: 425.456.2701 OFFICE: 360.757.2489 FOOTPRINTS, FINISHING BLEMISHES OR OTHER OBJECTIONABLE MARKS ALLOWED, IF ANY 4338757 360 3858 604 206. . FAX: . . B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS V. A LOW PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. THE CELL: OF THIS TAKES PLACE, THE SECTION THAT IS DAMAGED WILL BE REPLACED. DISTURBED BY EXCAVATION. (SECTION 9-14.2) CITY OF ANACORTES MAINTENANCE CAMERA CREW WILL VIDEO SANITARY SEWER AND FAX: 425.462.3149 EMAIL: CHRIS.PARMETER©VERIZON.NET STORM SEWER MAINS, CALL 360.293.1921 TO SCHEDULE APPOINTMENT, 48-HOUR EMAIL: SHERI.CLARKEOPSE.COM D. CONCRETE SHALL BE A 5.5 SACK MIX WITH A 28-DAY STRENGTH OF 3000 PSI. ANY CD C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL NOTICE REQUIRED, (SECTION 7-17.3(2)H). DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 48-HOURS BEFORE CONCRETE clIld ACCEPTANCE. (SECTION 7-07.3) G. VERIZON NORTHWEST IS PLACED. a t.FOPdALONSPECTO®N AND AQCflANCE: W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE METALLIC TAPE OVER ALL NON-METALLIC DEAN DUPRIS: CONSTRUCTION E. THE PAN AND WINGS SHALL BE STAMPED. THE USE OF 1 -INCH CONSTRUCTION FENCING PIPES. THE METALLIC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED OFFICE: 360.757.7621 IS ACCEPTABLE. ROLLING IS NOT AN OPTION. SEE SECTION 1-05.11 AND SECTION 1-08.5 CONTINUOUSLY THE LENGTH OF THE STORM DRAIN TRENCH. CELL: 360.770.7626 A. WHEN THE CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE F. DURING THE FIRST 14-DAYS OF CURING, THE CONTRACTOR MUST PROTECT FROM FREEZING. CONTRACTOR WILL: Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE COMPANYANAME: North Island Boat Yard ER NAME: QuTOVE antum CofnstP MANAGER) Inc. G) CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION. DEVELOPER: „i: . ME: - COMPLETE THE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". COMPANY NAME: Quantum Construction Inc - GIVE THE COMPLETED "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM" OWNER NAME: Mike Baldwin TO THE PUBLIC WORKS INSPECTOR AND REQUEST A SITE INSPECTION, ALL SITE INSPECTIONS MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE OFFICE: OFFICE: 360-293-0656 ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. ADEQUATE STORAGE CAPACITY, IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, CELL: CELL: 360-770-7770 THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST FAX: FAX: T� �' 1 t B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CITY THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY, EMAIL: EMAIL: OF ANACORTES DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR WILL COMPLETE THE PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR Z. OVERFLOW, SPILLWAY, GRAVEL FILTER WINDOWS MUST BE CONSTRUCTED PER PLANS AND (EWNGO[NEEROWIGFORM; MATEROALTEE Of*rNiP_ ANV: " ram FOR REINSPECTION. THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED, C OA PW 1 O — b'\A -D�/ COMPANY NAME: Herrigstad Engineering PS COMPANY NAME: TBD C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE AA. QUARRY ROCK MUST BE SOUND "HARD" DURABLE ROCK, NO RECYCLED MATERIAL. OWNER NAME: Dale Herrigstad OWNER NAME: CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE OFFICE: 360-299-8804 OFFICE: PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.11) BB. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATIONS CELL: 360-770-2585 CELL: This plan sheet is approved for construction in accordance with the D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL "AS-BUILTS" OR "DRAWING ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE ACCEPTANCE. FAX: FAX: City of Anacortes ordinances and policies. Actual conformance of the C " P„...4 O 1 OF RECORD" (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE EMAIL: herrigstadeng©verizon.net EMAIL: \ PROJECT MANAGER. CC. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. design with applicable laws is the sole responsibility of the professional engineer, whose name and stamp appear on this sheet. �,,,�d E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY EROSION CONTROL SLOPfERVOGOR: Acquiring, complying with, and providing mitigation for all Federal, State, County, and Local Laws, permits, and mandates, including but OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. DUST CONTROL NOTES NAME: TBD not limited to the Endangered Species Act, Federal Wetland Permit, SHEET N0. m OFFICE (24-HOUR): State Department of Fisheries Hydraulics Permit, Federal Flood Plain g 1t IELLANSOUS' 1. Dust control shall be maintained during construction by watering the CELL (24-HOUR): Permits, National Pollutant Discharge Elimination System Permits is A. AS BUILTS DRAWING OF RECORD: REFER TO "PEN-13 - DRAWING OF RECORD". FAX: the responsibility of the Developer, Landowner, and their Engineer. / construction road when and where truck traffic is concentrated. EMAIL: The issuance of this permit shall not be construed as proof of _ B. UTILITY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. liance with aPPlicable laws and Permit re uirements. .HERB 1tiOFwAs , F�L JOB NO: 909 i ^ o1Y • Ites 3 It Pdi CITY ENGINEER DATE DATE: Dec. 16, 2010 g `�, . '; ,.�' I''� The approval will expire one year from the date SCALE: noted �f � �� � � noted above. 27807 ��-ZDI DRAWN: D. HERRIGSTAD g 'tea 1steaEo \�Cv \? SS/ONAL 94U CHECK: D. HERRIGSTAD Revision — , December 21 , 2010 SHEET_1_OF 2_ x w F i Q 1021 _I w --I U Fate — — — — — — — — POWER o w o POLE o Q Li j CZ U EXIST. SIDEWALK I I IL Q M I — PROPOSED BUILDING L� o SECTION A-A I 55 __ __ �.T_ wTTTT -_.__ - ' z S 89 °59' 40" E 379 . 79' P4 34TH STREET - _ - _CD CB TYPEI #2 t/ST. SSMH RIM ELEV,50,78' Ex, 12" CONC. SD CULVERT SAW CUT EXIST, — — INV. ELEV.47J8' — VEv ,=48,66' — ASPHALT — — — — — — — f� 22' FLOOR ELEV,=50,0' 20' w CB TYPEI #1 il' - RIM ELEV,47,42' NEW ASPHALT EX. 85 LF 12' (PEP V-4505 2` EVERT - MAILBOX SD SLOPE=0321 21. ASPHALT INV ELE T 4477' /..,> O TRANSITION TO NVE = WV cc) �XISTiN� .w 1 12'rrP R BUILDING PROFILE A A CO j �� _ _w S vta . m EX. EX;6"AC WyATERv - ��� flI1 SEE TYPICAL STREET - -o RIM TELE 1 #she ` i 1� SD our X, 12` (PEP SA CULVERT a- i AND CURB SECTION B—B `n °' Ex. 12 CDNCr o ® �' ALK SCALE 1 -10 , a `� SD CULVERT c5 INV,44,90' EXIST, a INV. ELEV;50,03' �'1ON LF EP SD t-J FIRE �i � INV, ELEV,=52,66' d CON CURB CUT & cfl OVER EXIST. 12' SL[IRE= 25 CONCRETE 10 LF 12' (PEP SD HYDRANT w Q c� CON(. SD PP 89` 4 ' DRIVEWAY ' - �edcSa r `a ra r.. 0 �2de A Cifj o (j� P4 REMOVE CON- D TO \ - - - - - - - Q c\z ! - - T5 44gg EAST \, NEW 5/8' W R i �.J �� `IMETER COORDI 6' PVC SD SIDE 1 > WITH CITY 20' 1 (�(�� E O RESET XIST, 3 INCHES CLASS B ASPHALT TO MEET . UNDISTURBED EARTH OR SUBGRADE SHALL BE PREPARED '�4 Lb Q WM TO 'INISI1 I w I 5 V-2\� O GRADE 5'8 "'- c ��. ~ 5'0 WSDOT SECTION 5. AS PER THE CURRENT W.S.D.O.T. SPECIFICATION. ALL SUBGRADE (� a^ SETBACK FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. �I �.y W E� c �r:2� O 26 "�g f > 1 \,, AT A MAX OF 8 TO 12" LIFTS. 44 x 4 W Y 2�^ ® �� WSDOT STANDARDR CRUSHED 9-03 FACING MEETING x We II PROPOSED 6' WIDE X 6" THICK CONC. SIDEWALK. x ‘-.2-- 2 I W w TN,,BUILDING O PER CITY STANDARDS. W t! d EXIST �o HOIST, I J\- I HOUSE' iT 00 HOUSE 8 INCHES OF 2 1/2 INCH MINUS BALLAST MEETING E.,", r� °' COMPACTED TO 95% OF THE MAXIMUM DENSITY AND w �' c, i )'r' "5 O 5,3 MEETING WSDOT STANDARD NO. 9-03.9(1). t� '. ii -1 C s..??C °O 5 3� W 40' 0' W .c bft O ' EXIST, "N — x O (ZJ II Z • GARAGE 47 z 20'-0" ` � `O 1 F. © SAW CUT ASPHALT EDGE o cv i R O n CONC. DRIVEWAY 6.5' APPROX. 1' FROM EXIST. EDGE ` ,, 28, O NEW 6' SS SIDE a (TYP) SEAL WITH AR-4000 OR EQUAL v � SEWER TAP MI EX. 8' 1 ce ,, �',`,.- I". ' O CONC. SS , 1% / r1/45,,, N. _ j i / z i r .� Wain ////////////I EXIST. ASPH• r �\/`\ I 22' rt I l GUIDELINES FOR ACURB CO ES N REPLACEMENT IF COMPACTION - - az ! — — X X IX X X X X X— — _ I — — I — — — — — - URB CAN NOT BE MET. d�4 TYPE A C S89° 59' 49" E 89, 95 ' ss 16' ALLEY _SS ss D' �' E I SS CO 0 ss -----ss— ---ss --- -ss - , ' CNC SS • — - 1 — — 1 — — I — — — TYPICAL STREET & CURB SECTION B —B -� y - - - - - - - - LI.) -+� 0 0 I 1 I I I 1 1 I SCALE: NTS o 1 i I i I it::: a I - E ;-", SITE PLA \ a GRAPHIC SCALE o SCALE 1'=20' 1. When the driveway width exceeds 15 feet, construct 2. See Std. Plan F-30.10 for sidewalk details. Ft "764 20 0 10 20 40 90 a full depth expansion joint (see Std. Plan F-30.10) 3. Curb and gutter shown, see the Contract r..4 CO with 3/8" joint filler along the driveway centerline. Plans for the curb design specified. See �'-4 Construct expansion joints parallel with the center- Standard Plan F-10.12 for curb details. (1) 7 ( IN FEET ) line as required at 15' maximum spacing when 4. Avoid placing drainage structures, junction `"4 1 inch = 20 ft. driveway widths exceed 30'. boxes or other obstructions in front of t 10 BID ITEM (INCLUDES SIDEWALK RAMPS) driveway entrances. LOT AREA = 9,000 SF 6' - 0" VARIES: 14' MIN. (SEE MAX BUILDING COVERAGE (509) = 4,500 SF _ CONTRACTr) i _ VARIES: 14' MIN. 6' - p" TOTAL BUILDING COVERAGE PROPOSED= 31472 SF RAMP (SEE CONTRACT) RAMP pRIVEWAY CEMENT CONC. PEDESTRIAN CURB (TYP.) CEMENT CON(. PEDESTRIAN (BY OTHERS) TOTAL NEW IMPERVIOUS =3,992 SF 3/8" EXPANSION OINT (TYP.) (WHEN SPECIFIED IN CONTRACT) EXIST. TOTAL IMPERVIOUS = 1,909 SF / (SEE STD. PLAN F-30.10) (SEE STD. PLAN F-10.12) CURB (TYP.) O� D2N1- / CURBCEMENT& GUTTER 1 CEMENT CON(. SIDEWALK \.. �'manm� - --'� �cci CEMENT CONCRETE �/ (SEE NOTE 3) I } PEDESTRIAN CURB (TYP.) haip RAMP WITH 12H:1V , CEMENT CONCRETE } 3/8" EXPANSION JOINT (TYP.) lli'"„ SLOPE (TYP.) SIDEWALK A_A (SEE STD. PLAN F-30.10) CEMENT / / DEPRESSED Ile 1 10 o SIDEWALK 1j1j1,/ (SEE NOTEURB & 3) C 1- 6' - 0" 6' " FLUSH [[[�]]])to co 1/2" R (TYP.) I VARIES (SEE NOTDEPRESSEE CURB & GUTTER 00 n 2% MAX. Ct SEE NOTE 1 CEMENT CONCRETE DRIVEWAY 3/8" EXPANSION JOINT (TYP.) 1 (( 4 ROW PAVING AND GRADING NOTES : RAMP WITH 12H:1V CURB & GUTTER (BY OTHERS) (SEE STD. PLAN F-30.10) SLOPE (TYP.) (SEE NOTE 3) 13-8 1. The contractor shall grade the ROW to provide subgrade for road suitable to serve the DRIVEWAY ENTRANCE DETAIL r� final grades and typical section established in the plans in accordance with A.P.W.A. SCALE: NTS �.5� Standard Specifications, Division 2. 2. See City of Anacortes Geotech testing requirements for infrastructure improvements. ASPHALT CONSTRUCTION: See Section 5-05 and Section 9 of the 2004 Plans and Specification for Road, Bridge and Municipal Construction. This plan sheet is approved for construction in accordance with the Ct al A. All asphalt to be removed must be saw cut. A jackhammer can be used If a nice even cut Is made. Wheel cutting is not an City of Anacortes ordinances and policies. Actual conformance of the approved method unless approved by the City of Anacortes Engineer in advance. Any deviation from this specification shall be in writing design with applicable laws is the sole responsibility of the 0 E 48-hours before saw cutting takes place. professional engineer, whose name and stamp appear on this sheet. B. Additional asphalt may be required for removal by the City of Anacortes Engineer or Inspector, Acquiring, complying with, and providing mitigation for all Federal, M-4 C, All vertical drop-offs within the traveled way will be backfitled each night. State, County, and Local Laws, permits, and mandates, including but D. Abutting edges and curbs must be thoroughly cleaned not limited to the Endangered Species Act, Federal Wetland Permit, SHEET NO. E. All asphalt edging will be tacked prior to asphalting. State Department of Fisheries Hydraulics Permit, Federal Flood Plain Permits, National Pollutant Discharge Elimination System Permits is F. All asphalt patches must be a smooth transition No bumps or high/low spots (Section 5-04,3(13)), Surface smoothness maximum the responsibility of the Developer, Landowner, and their Engineer. variation in 10-feet parallel to the centerline is 1/8' and transverse 1/4'. The issuance of this permit shall not be construed as proof of G. Sub grade wilt be compacted and tested prior to asphalting. compliance with applicable laws and permit requirements. H. A minimum of 3-inch class 'B° asphalt patch to be compacted tb rhh rice density (Section 5-04,3(10)B), HER 17 REV.: - I. All final joints and saw cuts to be sealed (Section 5 05,3(8)B) using a hot poured joint sealant (Section 9 04,2(ll, A preferred Cv of wns� !r yJ--s 'K._ k a_.�p - ot.la.ly y JOB NO: 909 sealant is AR-4000, v & C. I / CITY ENGINEER DATE J. In areas where asphalt has been removed and CDF is in the trench curing, a steel plate is required for cover while it is curing, " ALA �P j ,� The approval will expire one year from the date DATE: Dec. 16, 2010 Provide asphalt around steel plate to prevent the plate from rattling, The Contractor will be called out at anytime to correct any rattling r �1 noted above. SCALE: noted that provides complaints. , , K, On Commercial Avenue where local businesses are affected no asphalting will happen in the lane of travel, Work will proceed before IL ^ — ^ DATUM ELEVATION q14_ 27807 DRAWN: D. HERRIGSTAD or after business hours. p 9 PP S — L I WASTE _ L E T I _ \ CITY OF ANACORTES NAVD88 SR7oisTok,- �� `2 Zl �01d CHECK: D. HERRIGSTAD L. On major streets where traffic congestion is a problem, the patch will be protected with a 1/4 inch steel plate until sufficiently TOP OF NORTHEAST PROPERTY CORNER S/ONALEN cooled. SOLID WASTE & RECYCLING WILL BE COLLECTED IN RESIDENTIAL CONTAINERS CURBSIDE ELEVATION=48.70' Revision - December 211 2010 SHEET___OF_2_