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HomeMy WebLinkAboutPermit File BLD-2021-0730 3206 R Avenue (5) w 1.-, ,, , 2 LLC . „ .... I� . . 1 0 0 N II 11 (iv l� ...4 GENERAL NOTES: I 1.WORK HOURS: THE CITY OF AMCOR!Es ORDINANCE ALLOWS WORK FROM 7:00 AM TO 10:00 PM, SEVEN STORM DRAINAGE NOTES SANITARY SEWER NOTES z DAYS A WEEK COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON-SITE AT ALL TIMES O WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE A ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS ALL PVC SEWER PIPE AND FITTINGS SHALL COSPECIFICATIONS FOR ROAD, BRIDGE AND TO AND MEET THE REQUIREMENTS OF THE LAIESI o PROJECT MANAGER SO THE CiTY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND CONTRACTOR WILL BE BILLED FOR CiTY OF ANACORTES OVERTIME. ASTM SPECIFICATIONS D3034. ALSO, -ijj THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATIO 35. 2. 71 CALL 48-HOURS BEFORE THE FOLLOWING: B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE - ALL SANITARY SEWER PIPES SHALL BEAR THE MARK OF THE NATIONAL SANITATION FOUNDATION. -:II REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL - ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. ° I "°' 911 w 6 ° &9 ' r} co FOR INSPECTION CONTACT 360.299.1951_ MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION - PIPE SHALL HAVE FLEXIBLE JOINTS. AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT A PRIOR TO WORK START UP. B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT-OF-WAY. DISPLACEMENT. B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPUER OR BE �I `IL' } # °.�. �I C. PRIOR TO POURING CAST-IN-PLACE CONCRETE STRUCTURES. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE L ! � II ' F y , D. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY. SUBGRADE. CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. AN APPROVED EWNALEM AND HAVE BELL AND/OR SPIGOT CONFIGURATION IDENTICAL TO THAT OF THE PIPE. ) Li � �'° �� CM E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. MANHOLE COUPLINGS CORRESPONDING TO THE SIZE OF THE SEWER PIPE SHALL BE USED. 1, °" ,r "' _N SITE ►-7 c.2 D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND F. PRiOR TO ASPHALT PAVING. MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED = 32ND ST. L . ` -.q A, THE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF C. 8-INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SIDE SEWERS WILL BE ti =_: :::_-. ! �i "'y Q 3.MATERIALSANDWORKMANSHIP: AASHTO M249. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED RUCIEU AT A MINIMUM OF SLOPE OF 2% AT THE LOCATIONS SHOWN ON THE PLANS AND HAVE A ,a I LJJ x, s= .,;, - ::_...__... c,o A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS BY THE PIPE SUPPLIER. 6-INCH TEST WYE AT THE EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE SIDE SEWERS �_ �'ti W Q WYE SHALL BE FACTORY MADE WITH MATCHED ENDS FOR RUBBER GASKEIED FITTINGS, NOT CUT IN TEES SHALL " .-` i ,��I ":: E ALL 12-INCH THRU 36-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) FOR STORM BE PERMIIIE . I¢ ®f�B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE . - SEWER AND CULVERTS SHALL COMPLY WiTH THE REQUIREMENTS OF WSDOT APWA SECTION fl. II REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. / �C . 9-05.i9 CORRUGATED POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH s H ,i �,9 I' A SIDE SEWER GRADE THAT IS LESS THAN 2% MAY BE APPROVED ONLY BY THE ENGINEER AND THE CifY OF C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE AN C.S.B.C. IS PUT IN PLACE, THRU 10-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL U '° '° �°, P. �1 CS] THE REQUIREMENTS OF AASHTO M252 AND BE MANUFACTURED WITH A SMOOTH INTREGRAL ANACORTES UPON WRITTEN REQUEST. I, - _),_ , = --:UI -, �. ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE MATERIAL TESTING LAB NEEDS LINING THAT COMPLIES WITH AU. MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO I p--a 24-HOUR NOTICE. USE THE TESTINGLU THEP PIPEAL PROVIDEDINGS BY THE CITY. ITEMS)C), TO E M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19, D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A PRESSURE TREATED 2X4. IT SHALL BE ,�, 1lf G ` • I a sw-T COMPACTION TESTED WILL INCLUDE BEDDING (SECTION 7-08.3(1}C), BACKFILL . - � � .. (� ,� SECTION 7-08.3 3) AND SUB-GRADE FOR SURFACING (SECTION 2-06.3(2)) AND ASPHALT PLACED AT THE FLOW LINE OF THE STUB.AND EXTEND 4-I-LET ABOVE ^�I SECTION 5-04.3�10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. FINISHED GRADE. THERE SHALL BE A PERMANENT MARK LABELED SEWER' WITH A DEPTH TO THE FLOW LINE II s �� x W G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDUIT. SHOWN ON THE 2X4. �5 1 • • m I ( r� • x E- D. INSPECTIONS: ALL ASPECTS OF THIS PROJECT WILL BE INSPECTED INCLUDING PIPING, l Tx ti �, �r SIDEWALK. LL SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND H. THE A PVCNPIPE. THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED 'STORM DRAIN' ON E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER INFILTRATION IN THE MANHOLE. "„ • G °"s " I �I w p SIDEWALK. IF A PORTION GETS BACKFlILED BEFORE INSPECTION, THE CONTRACTOR WILL °s. ° e ns 1 CD L) DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED. KNOW THE SCHEDULEi AND LET THE CifY KNOW. I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTION F. WHEN CONNECTING THE PIPE TO MANHOLES, USE A-LOK FLEXIBLE CONNECTOR, KOR-N- SEAL BY NP, INC., Q z E. TESTING PROTOCAL: PRiOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL ABOVE THE GROUND SHALL BE LABELED 'STORM SEWER` WiTH BLACK LEI IERS. iT SHALL ALSO OR APPROVED EQUIVALENT. THE PIPE TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE -----_. --3 ;t ""- _... y - ... BE SUBMITTED, REVIEWED AND APPROVED BY THE CITY OF ANACORTES ON ALL MATERIAL IDENTIFY THE INVERT OF THE STUB. WSDOT APWA SPECIFICATIONS SECTION 7-05.3. jr r' �l �- WSDOT/APWA USED IN THE RIGHT-OF-WAY. SEE THE CITY OF ANACORTES TESTING SCHEDULE. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. j M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF CAST-IN-PLACE PORTLAND CEMENT 11 F. ALL COMPACTION iEJI SHALL BE APPROVED BY THE CiTY OF ANACORTES ENGINEER AND K. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH CONCRETE. CHANNEL SHALL HAVE A SEMI-CIRCULAR CROSS-SECTION AND SMOOTH, UNIFORM SLOPE FROM 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 INLET AND OUTLET. WHERE THREE OR MORE PIPES ARE CONNECTED TO ONE MANHOLE, THE FLOW CHANNEL AND SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH THE DITCH. LIFT). SHALL BE FORMED TO SMOOTHLY DIRECT FLOW FROM INLETS TO OUTLETS. G. CiTY OF ANACORTES MAY REQUIRE ADDITIONAL TESTS ON SUBGRADE, TRENCHES, CONCRETE, L FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE VICINITY P LA\ OR ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. DOCUMENTS. M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A SCALE: 1 1) 2 0 0' 4.TRAFFIC CONTROL AND PUBLIC SAFETY; MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE CONSTRUCTED OF PVC ASTM D3034 SDR 35, AND ASTM F679. A. FLAGGING:ALL FLAGGERS MUST HAVE FLAGGING CERTIFICATES AND MUST HAVE ATTENDED 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 SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE SHALL CONFORM TO THE FOLLOWING: GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO B. SIGNAGE:ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD 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 NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. LOTS SUITABLE FOR THOR INTENDED USE EACH OUTLET SHALL HAVE FREE-FLOWING, C.TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBUC WORKS POSDIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. CD °, g p DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE 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 �jcu D.DIMENSIONS. FORSTREETCLOS DETOURS: CALL ALLOWEDOR FOR CELL PHONES, CALLOM E360336.3 31.LIC DIRECTOR. - DRAINAGEON THE END OF THE PIPE EASEMENTS ARE REQUIRED FOR R DRAINAGD SHALL EEND SYSTEMSNCHES DESiGNEDABOVE THE GROUND. DUST CONTROL NOTES y. '� CONVEY FLOWS THROUGH INDIVIDUAL LOTS. 1. Dust control shall be maintained during construction by watering the w Oo E. CONSTRUCTION sAFETY:IS THE RESPONSIBLITY OF THE CONTRACTOR. - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF construction road when and where truck traffic is concentrated, ALL STUBOUT CONVEYANCE ONES WiTH RESPECT TO UTILITIES (E.G., POWER, GAS b U 5.ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: TELEPHONE, CABLE, ETC.) .-. A CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO - ALLINDIVIDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT RECYCLED MATERIAL ALLOWED. OWNER. = GI B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. Hkr3 GP C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. 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 �j PROCTOR'. WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. SCHEDULE O 1' DRAWINGS 6"TRENCHES IN DEVELOPED RIGHT-OF-WAY: ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE rt i LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL 4-' SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE HAVE LOCKING LIDS. C3'CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. Q. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING 'OUTFALL TO STREAM, DUMP NO Cll Cover Sheet Vicinity Plan A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. POLLUTANTS". s B. TRENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID & Construction Notes 0 C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED MATERIAL ALLOWED. APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. C2 Erosion Control Plan C\2 7.DRAINAGE SYSTEM CONSTRUCTION: S. CATCH BASINS MUST BE SET TO LINE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT RINGS. C3 Site Development Plan & Details A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE 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 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 C4 BMP DETAILS 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 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 B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS. MUST BE CONSTRUCTED PER PLANS AND UNLESS SPECIFIED AS A THRU-CURB INLET. 1-CITY OF ANACORTES: SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH A. STEVEN LANGE: PROJECT MANAGER B. JUSTiN: PUBUC WORKS INSPECTOR C. QUARRY ROCK MUST BE SOUND 'HARD" DURABLE ROCK. NO RECYCLED MATERIAL, GRATE. OFFICE: 360.299.1983 OFFICE: 360.299.1972 D. GRASS LINED SWALES SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION CELL: 360.661.3468 CELL: 360.661.3547 --f-� 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: 360.293.1938 FAX: 360.293.1938 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: STEVEL®CITYOFANACORTFS.ORG EMAIL: JIMB®CITYOFANACORIES.ORG BRICKS. STORM NOTICE EWER MAINS.(SECTION 760173(2)H� TO SCHEDULE APPOINTMENT. 48-HOUR C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER CONSTRUCTION SEQUENCE F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. OFFICE: 360.293.1920 8.RESTORATION OF RIGHT-OF-WAY: W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE MEIAWC TAPE OVER ALL NON-METALLIC FAX: 360.293.1938 PIPES. THE METALLIC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTES 1, INSTALL TEMPORARY EROSION CONTROL MEASURES. A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BEI TER CONDITION. CONTINUOUSLY THE LENGTH OF THE STORM DRAIN TRENCH. REGARDING TECHNICAL AND ENGINEERING MATTERS. -I- C%�� C B. PLACE COMPACTED TOPSOILSECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS Z. COMPLETE OFFSITE STORM WATER IMPROVEMENTS. aV DISTURBED BY EXCAVATION. (SECTION 9-14.2} X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE THE PUBLIC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORIES ^ ® ►� CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION. FOR QUALITY ASSURANCE. SAFETY, FIELD COORDINATION AND INSPECTIONS. /` C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL ANY OTHER CITY PERSONEL SHOWING IMPLIED AUTHORITY ON-SITE SHOULD BE DIRECTED TO THE (�"'{ ACCEPTANCE. (SECTION 7-07.3) Y. ANY PERMANENT FLOW CONTROL FACILITY USE AS A TEMPORARY SET LUNG BASIN SHALL BE PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE UNE OF COMMUNICATION r-�� MODIFIED WiTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE SHOULD BE FOLLOWED. r1 9.FINAL INSPECTION AND ACCEPTANCE: ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, C!1 SEE SECTION 1-05.11 AND SECTION 1-08.5 THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST 2.ADDITIONAL CONTACT INFORMATION: E. PSE/Intolight THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. Lisa Kinney, Account Sales Manager ,A. WHEN THE CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE CONTRACTOR WILL: A. Comcast Cable Office: (425) 516-5432 L--d - COMPLETE THE 'FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". Casey Jones, New Construction E-mail: Usa.kinneyOpse.com P W #21 - 12 9-D EV DEVELOPER: Cell: 425.508.7335 OWNER REPRESENTATIVE(PROJECT MANAGER( F�� { 'T'm°t GIVE THE COMPLETED 'FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM' E-mall: cassty_,jornesecable.comcastcom F. Puget Sound Energy / �+�'1 TO THE PUBLIC WORKS INSPECTOR AND REQUEST A SITEOINSPECTION. ALL SITE INSPECTIONS COMPANY NAME: Landed Gentry COMPANY NAME: Landed GentryCity an sheet is accepted for construction in accordance with the Homes & Communities Jane Major, Municipal Construction Planner ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. of Anacortes ordinances and des Actual conformance of the o •r--4 OWNER NAME: Brian Gen Homes & Communities A. Comcast Cable Office: 360,766,5571 P B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND OTHER CiTY OFFICE: 360-755-9021� OWNER NAME; Tri Huynh, Construction Maintenance Cell: 360.791.2748 design with app6caWe laws is the sate responsibility of the OF ANACORIES DEPARTMENTS WILL WALK THE SiTE AND CREATE A PUNCH LIST. THE CONTRACTOR CELL: OFFICE: 360-755-9021 Cell: 360.815.6354 E-mail: jane.majorcpse.com professorial engineer, whose name and stamp appear on this deal CELL: E-mail: tri�tuynhOcable.comcast.cam Acquiring, complying with,and providing mitigation for all Federal, WILL COMPLETE THE PUNCH UST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR FAX: FAX: State, County, and Local Laws, permits, and mandates, includingbut FOR REINSPECTION, THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. EMAIL: G. Ziply3H1S5r NO. EMAIL: C. Cascade Natural Gas Troy Bell, Construction HEIR not limited to the Endangered Species Ad, Federal Wetland Permit, C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE y R ENGINEERING FIRM: EROSION CONTROL SUPERVISOR: Addam Sad, Manager Office: 360.757.4530 far wggy� State Department of Fisheries Hydraulics Permit, Federal Flood Plain CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE ro Permits,National Pollutant Discharge Biminatron System Permits is PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.11 COMPANY NAME: Herd stud Engineering PS Office: 360.336.3866 Cell: 360.360.526.1526 r ) 9 9 9the responsibility of the Developer, Landowner, and their Engineer. NAME; 71� Cell: 360.391.6493 . i- 9 OWNER NAME: Dale He stud PE }} g • The issuance of this A shall Hat be construed as D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL 'AS-BUILTS' OR "DRAWING 4 OFFICE: E-mail: addam.Iadecr coat1 1` " P P of OFFICE 360-299-8804 9a H. Ziply ate.,.: OF RECORD" (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE CELL • i ce with icabTe kws anQIZZ-requilamartta. REV.:- CAL 3(i0-770-2585 Dennis Keller, Field Engineer �;_, '�/,`/-- PROJECT MANAGER. EMAIL daleOherrl stud-cam EMAIL D. Cascade Natural Gas g Office: 5.238.1078 27807 Q st,s��{ 70R NO:2021-78 E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CI Y Jim Hobbs Cell:E-mail: 8.1078 � FctsrEP° \\ OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. Office: 360.336.3911 il: dennis.kellerOziply.com FS�ONAL ENS' CITY ENGINEER DATE DATE. May 2021 Cell: 360.941,4150 The acceptance till expire one year from the date SCALE: Noted 10.MISCELLANEOUS: E-mail: James.hobbsOcngc.com A. Access Fiber noted above. A. AS-BUILTS/DRAWING OF RECORD: REFER TO "GEN-13 - DRAWING OF RECORD". Jim Lemberg, Manager DRAWN: D. HRl2RIGSTAD OB. UT111TY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. Cell: 0.298.68360 July 30, 2021 Cell: 360.298.6895 CHECK: D. 11ERRIGS[`AD E-mail: jimiOcityofanacortes.arg e v, A, July 30, 2021 SHKtcr 1 OF 4 o W TESC NOTES A A. A Certified Erosion and Sediment Control Supervisor is required. The ESC Supervisor must have attended and Erosion and Sediment Control class within 3years from today's pq date. Must provide certification card, INLET PROTECTION EX, CB TYPE1 B. The Certified Erosion and Sediment Control Supervisor will oversee and be responsible .65' for all erosion control, The facilities shall be inspected daily and maintained to ensure RIM EX. CB TYPE2 BMP C220 WSDBT - proper functioning. Written records shall be kept of weekly reviews and after every Cl] RIM=73.40' DETAIL I-40-20,00 _ INV.=62.90' significant storm event of the ESC facilities during the wet season (October 1 to April Z INV.=66.20' 32nd Street BMP C233 — I 30), Monthly reviews during the dry season (May 1 to September 30). Written records shalllei 3 F X. �3,, % WA 1• be turned into the Project Manager or Inspector on a weekly basis at the weekly Nei _ 44 _ „ SILT FENCE _ _ —_ — —N _.__.._._.___..-.._...... w. scheduled project meetings, 1 E,_t N. a 3 EX. 30" CONC. SD �� C. Shall be in place per the approved set of plans prior to anyconstruction start, �f+ _--...._...._ �r, ........_....._..._..._._....._..__.__ .__._.-- s. _ co 1 Ai I ® - '- 1 B. The erosion control shalt be Inspected once a dayand modified to meet the surroundingCO .air •t� � y conditions as needed. � �, �� ''" :� I r E. Provide a sign displaying a 24-hour contact number and name of the ESC Supervisor, W a cc.'./ - - x x �• ; x x Y`=f--M-_ _ The letter size shalt be a minimum of 2' letters,- - rr Y•' This shall be in place prior to • ',`�. " � h °' 4 construction start, Remember, the look of the sign will be a reflection of the Contractor �, �' o� � I BMP C2 0 and Developer and Development. q EX. CB TYPE1 TEMP SEDIMENT p p Cl)� ,'7 w TRAP 10'X10' F. The storm drain system and existingditches shall be cleaned daily (Section 707.3), All � Ci) a ... i \\N:N.-•\ x 4,.., . : : RIM=67.26' drainage systems shall be cleaned to he acceptance of the City o Anacortes prior to w INV.=64.96' acceptance of the protect, E 1_ , � � .:• x INLET PROTECTION G. Stabilized construction entrances and roads shall be installed at the beginning of w C - I cn y BMP C220 WSDOT construction and maintained during the duration of the project, Additional measures may Ay Ix a DETAIL 1-40-20,00 be required such as wash pads to ensure that all paved areas are kept clean. No mud is ~' .. C C C allowed to enter onto City streets, BLDG 2 BLDG 1 tl Pg CD 3,893 SF °��= 3,893 SF Q H. Any soils exposed that will not be disturbed for two (2) days during the wet season or -4 C,\ L I seven (7) days in the dry season shall be immediately stabilized with the approved ESC c� Z >o [ 1 BMP C233 '�f ra if-- \ ' x F CY SILT FENCE methods (seeding, mulching, plastic covering, etc.) �r to ;` \ - 0 I, Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas 4-1 1 BMP T513 �1 U C I �, shall be reviewed to identify which ones can be seeded in preparation for the winter 1 z t a;;.�END OF / ' �t rains, Disturbed areas shall be seeded within one (1) week of the beginning of the wet I...4. season, A sketch POST-CONSTRUCTION i - EXIST SS / \ ' } map of those areas to be seeded and those areas to remain uncovered SOIL QUALITY AND SIDE r j 1 I o BMP C123 shall be submitted to the Project Manager. The Project Manager can require seeding In ,`= `� ` additional areas in order toprotect surface waters, adjacent properties or drainage DEPTH ON ALL \ s I TEMP. SOIL STOCKPILE facilities, j P P g DISTURBED SOILS �, ' \ / \ it ,; ;; COVERING WITH STRAW OR ..-.. _._ ..� x ... 4\ . ,,., X x �(- -x FENCE �.._ c ""�` ^ t; .... _...... AROUND SIDES. Chapter t17,66o- Penalties fora Violation. Each day isbconsidered a different0viotlation under -.se, VISQUEEN & SILT 5 U ENt 5 CON' �;; ss �_ _ ._,_ ,;,... _ .__—.._._ _ SS ,,,,.,M.. _ ._. Se ___ __.._. ._............... } K. Remove all temporary erosion control measures when the site is landscaped and soils 00 are stabilized, w VD BMP C154 BMP C103 HIGH i L. All Dewatering shall dischage into a sediment trap or sediment pond, cc‘i CONCRETE WASHOUT VISIBILITY FENCE INLET PROTECTION - M. The contractor is to provide to the city inspector their spill prevention program to O b o cp TUB NO DIRECT BMP C220 WSDOT -44 BMP C105 or C107 be inplace during construction, G) cd DISCHARGE TO EXISTING CONSTRUCTION E-��• DETAIL I-40-20,00 t? .b I SOILS N. A sign shall be posted at the pro jext site that complies with AMC chapter 17 40 060(E) '� Isfz ENTRANCE I I ' I regulating signage within the City of Anacortes. The sign shall advertise the name and 4' o I WA phone number of the Contractor who is accessible 24/7 to handle complaints, w b o O. Work hours are limited to 7100 AM to 10E00 PM, Sunday to Saturday, No work outside [ i aki m o these hours are permited, a to PP i-; F.-1 g 1--; J s rv . CD 0 DRAINAGE GRATE 11 TRIM R4 Ca Z GRATE FRAME ,,.D""""""� Y t : , i 3 •, y w service. i f g i { o; SEDIMENT AND DEBRIS ! t, �......__....___... ,:- t — — �''I 1. _ _. _ ; collected material. • ...�,__,— OVERFLOW eYPASS .--.\--,-. I r ' "r'y'° t I D Y9s',.-. "rgt'�''_A� D BELOW INLET GRATE DEVICE r /Qy----) J .' FILTEREDWATER ' 33rd Street !! E+�RR ,. p ����F wasy'H�i� �..{ — S . „ CI_ lbx, 27807 0 \\\ • 1•Size the Below Inlet Grate Device(BIGD)for the storm water structure it ,(, I a I 2.The BIGD shall have a built-in high-flow relief system(overflow bypass). - FSSt�NA��,C1r'' , - > • - ' •- I 3.The retrieval system must allow removal of the BIGD without spilling the FENCE X X X ...._...._..,.__a ~ ) p O July 30, 2021 4.Perform maintenance In accordance with Standard Specification 8-01.3 15. GAS — - DRAINAGE GRATE NOT TO SCALE O -RECTANGULAR GRATE SHOWN • P'•�'I UNDERGROUND UGP �, RETRIEVAL SI'STEA1(TYP.) PW #21 - 129 — D EV �'{ POWER This plan sheet is accepted for construction in accordance with the 0 SANITARY _ City of Anacortes ordinances and policies. Actual conformance of the ;bawl r--4 Q 1 f "�'` \ design with applicable lass is the ode responsibility of the rr-'4 ('L , SEWER �— ( o? iSS im 1r—_.__ professional engineer, whose name and stamp appear on this sheet STORM "`, =='' tiring emptying with, and providing mitigation far all Federal, -, SD %,,,� ,,,,, ' State. County. and Locallaws, permits. anmandates, inclining but_._._ :,. :r,\, not limited to the Endangered Sill' N0. S,; _ ~� State Department of fisheries hydraulics Permit, Federal Flood Plain SEWER z•. Permits, National Pollutant Dischargear Species Federal ystem Permits is 1 / WATER \J Ff�N A STORM DRAIN INLET cal y ar the Developer, Landowner, and their Engineer. The issiianee of tllis perrrMt shall not be eone4ved as proof of MAIN • with appli laws and permit mquitements. •:— BELOWINLETGRATEDEVICE ,\, I: OVERFLOW BYPASS(TYP.) PROTECTION 7UH N0: 2021-78 Catch Basin Q03.202,Sanitary Sewer Clean Out `, ' %` STANDARD PLAN �• Sanitary Sewer Man Hole ® '..,._..i ' C ENG ER DATE DATE: �� 2021 Fire Hydrant fa ` -:h/ i-40.20-00 The acceptance willSCALE: Noted Water Gate Valve D4 expire one dear from the date noted above. DRAWN: D. iEi&FiRIGSTAD Water Meter ® • CHECK: D. IRIGST1b Rev, C, July 30, 2021 SHEET 2 OF GROOMED VARIES W CV FINISH TYP. (SEE CONTRACT PLANS) 3(6'(IN)EXPANSION JOINT(TYP.)- ti ( ) SEE STANDARD PLAN Fa0.10 r r CEMENT CONCRETE o, \\\\\�`�\��. ----� MATCH SIDEWALK WIDTH A `D TURF STONE @ BELGARD,COM SIDEWALK , f (SEE CONTRACT) - REMOVE EXIST, CURB & SEE WEB SITE FOR DETAILS * �MATCHSCONTRKWIDTH1� *II p (SEE CONTRACT) GUTTER AND CONCRETE APRON NO CURB CUT OR RAMP , y a, REPLACE CURB & GUTTER REMOVABLE BOLLARDS ALONG EX. CB TYPE1 ` ��`���� EX. CB TYPE2 WSDOT F-10,12-04 RIM=67.65' _ - Ln SIDEWALK 65 LF Of 2' WIDE GRASS + Ln RIM=73.40' — & SIDEWALK — SEE DETAIL SHEET C4 INV.=62.90' BOTTOM BIU-FILTRATION �y �� .V .Q�`,,' U L. • +' o INV.-66.20 32nd Streetrx. „ 1 SWALE A IC 1 6 n BUFFER STRIP(TYP.) ( ENO 2'-6" 2'-6- \ CEMENT CONCRETE E�(. 30 CONC. SD \•--_" E (TYP) (TYP)' `CURB AND GUTTER �, _•..- - ' _ ENOLb TE 1) A-A SD .._._ (SE TE31 _ a - ,D . .. SECTION . # .: _ _...� _,. t — o PLAN VIEW o .,.,... rL11 I 10 if of 6 .."""." S37 ...,...._._._..._�_----` DRIVEWAY ENTRANCE g3 3 TYPE 3 SIDE SLOPE(TYP.) ►�.( ` ,..�: I PERFORATED STUB OUT L E G E \ �, m � E .DOE - _ . _� ,�A: SEE OE DETAIL m c.> .. ..s; f___ i' FENCE "X• rx 1=1.4 — — — — i— o "=,.r A & f ._--E3 10 LF 6' PVC INLET _ _ x B o 6. i. 71,0' SWALE SLOPE 5% 67 I' � Ow GAS -•_•-- - _ ___...._..._._ m 1`/•� S➢— - ■ - ,p PIPE WITH DEBRIS -. VY(IN)R.(TYP,) �� MATCH SIDEWALK WIDTH (SEE CONTRACT) lq�,� ` 5---- —— y � EX. CB Ti, E1 BARRIER UNDERGROUND (SEE CONTRACT) 4 !"^ AyQUNIT Cl 0 LF - . r 7,83 RIM-67.26' POWER UGP (SEE NOTEDRIVEWA) _ q 1/2"(IN)LIP BETWEEN ROADWAY V� ^LOT AREA --�_ ` - , ,• RI - WYE INTO 6' PVC * GUTTER AND CURB(OR SEE 14,999 SF _. 6 PVC 0 11 °' 64.96' r CONTRACT) G+� aaQEiii�.�.i� 'QOF & C,O, C,O. - 11 : ROOF DRAIN. SANITARY ___ _..SEWER I 11 ► �, q:L11►% BTYPEI 4 LF 12' SD TQSIDEWALK i 5 ►._, -. I I UNIT Bt 0 DRAIN � 0In SIIIINV.=c RIM=67,70' EXISTING CB AT CURB STORM _....___ Sly 3l8"(SE EXPANSION EESTANDARDJPLAN(F30.10 IV RAMP DEPRESSEDEWAY ,wa CURB AND GUTTER 1 ' UNIT BI I,E,=65,00' LINE SEWER (SEE NOTE 3) C� w r�is 1 4' SS SIDE TYP III ��, SECTION O '�.I x W WATER • x ' c) �, ® BLDC, 2 I I 1 ®• 12 LF 12 PVC SD MAIN .__ - . ... .. . ...... - __ x o UNIT Al ��, °' 3,893 SF UNIT Al4 TO CATCH BASIN W o IIilk - I 3,893 SF III �I_L , I CB BURLINGTON Power Vault I P c� z I �li �_ mi >C2 .e; =_- � Q 1 , Catch Basin []p A d+ �' 4RIM=68,20 Sanitar Sewer Clean Out O CEMENT CONCRETE DRIVEWAY (!1�/ O UNIT al __11.1.1 y ENTRANCE TYPE 3"PAY LIMIT UNIT E1 2 �, i it I,E,=66,00' Sanitar Sewer Man Hole ® DRVEWAY `a. , 4' SS SIDE TYPy ���� !.� f It c, -■j; 104 LF 12 PVC SDR Cable Ped T (SEENOTE7) ... Q1 " 3034 PIPE Fire Hydrant A CL.4000 CONCRETE ��i r z END OF s •- PER STANDARD SPEC,846.3 1 I�� Water Gate Valve D4 156 LF 12' PVC SDR �UNIT Cl 14 I EXIST UNIT c1 I"\ ;; ' . SLOPE=0,0288 FT/FT Water Meter E3 �� _3034 PIPE ` I SS SIDE G 'EMOVE HATCH PORTION OF SLOPE-OA558 FT/FT L _ \ S . CONCRETE LANDING AND CURB AND } 1 r'--��ALLEY PAVING 908 SF GUTTER REPLACE CURB & GUTTER • ,._..._......_:::-. .___..._-_.._._.__r,...„._,,,,,._.._. WSDOT F-1012-04 - .;t�NC SS p� .Z.------- - cs ,12 SS - -_ _.„.„_. .. ss ._ 74, SS - t i�lr Ss --:2::::-'_',2- _ _ ISOMETRIC VIEW CID _ ___ ..-_-_. .. / cn �.` I_: �5 1i ��_ TYPE 3-PAY LIMITS -— _ ...._ JREPLACE DRIVEWAY vo t _ F.-t) c� 10 LF _ �� / — ENTRANCE WITH SWDOT a� CABLE SECTION B-B �' TYPE 3 F-80,10-04, R1M=6�,82' o0 END OF 12'11T 6` PVC PEDISTA CB TYPEI ) a Q, SEE DETAIL THIS PAGE I E 5n. ', CEMENT CONCRETE Q ,l, PVC SD SD SIDE PROVIDE 12' RIM=70.50' DRIVEWAY ENTRANCE �.�._{ d WITH CAPASPHALT CURB I,E,=65,50' _. CB TYPE1 • TYPES I, z, s, 8�4 F-+-1 (2) 84 LF 6' SS EX. RIM=70.10' GRASS SOD OR SEED I,E,=74,20' CURB ALONGZ '64 ' SLOPE 2% MINIMUM 4' PVC SD TO I2" DI LE,=65,00 AND WATER TO c.., "p SHEET ' � 3' DEPTH WYE WITH SADDLE SOUTH SIDE OF EXISTING 3' SD I WAESTABLISH Q' wto OVER EXISTING 8' PAVED ALLEY PIPE AND 13 LF 12' PVCOUP SDR 3034 PIPE 8' LANDSCAPING a7/15/16 CONCRETE SS CONNECT SLOPE-0,040 EXISTING 12 ,, a c ABANDON 3' SIDEWALIC� 311 LOT AREA = 14,999 SF PIPE TO CURB FT/FT 30-BLDG AREA = 7,786 SF FIELD VERIFY ty et) SIDEWALK AREA = 732 SF 12' WATER 2' --H F'-- 2' COMPOST TILED INTO ONSITE DRIVEWAY AREA = 1,995 SF I MAIN DEPTH SWALE PRO ILE A-A OFFSITE ALLEY PAVING = 1,908 SF I NTS 6 NATIVE SOIL TOTAL IMPERVIOUS = 12,421 SF C� ON SITE PERVIOUS AREA = 4,486 SF G ` , 'f — — — — (DA „ SECTmNoSN05 ANO Ta 9 DFOR t�EN PLANS AND LLEY pD ROW • 12'-0 { SPECIFICATIONS FOR MAD BRIDGE AND MUNICIPAL CONSTRUCTION. ~ - 18' ASPHALT CURB 0 2" HMA Cl. 1/2-INCH PG-6422 ASPHALT CONFORMING TO SECTION 5-04 OF THE CURRENT 1 1 2� • BE SEALED WITH t / .:. AND . � WSDOT SPECIFICATIONS, COMPACTED TO A MINIMUM OF 92X RICE DENSITY. WHERE PROPOSED ASPHALT ABUTS EXISTING ASPHALT, THE EXISTING ASPHALT SHALL BE SAW CUT FULL DEPTH TACK COATED IMMEDIATELY BEFORE PAVING ALL SURFACE JOINTS SHALL AR-4000 OR EQUAL. ! - I © 2-3" CRUSHED SURFACING TOP COURSE SHALI CONFORM TO SECTION 9-03.9(3} OFTHE CURRENT WSDOT SPECIFICATIONS, COMPACTED TO A MINIMUM OF 95X MAXIMUM DENSITY IN 3 3 r d Street ACCORDANCE WITH ASTM D-1557 TESTING. - - - - - - ALLEY SECTION B--B ® 6" GRAVEL BORROW PER SECTION 9-03,9 (1) OF THE CURRENT WSDOT SPECIFICATIONS COMPACTED TO A MINIMUM ON 95X MAXIMUM DENSITY PER ASTM 0-1557 TESTING. PERCENTAGE PASSING THE #200 SIEVE SHALL NOT EXCEED 5%. N.T.S. ® THE EXCAVATED SUBGRADE SHALL BE FREE OF TOPSOIL ORGANICS, AND OTHER DELETERIOUS 0 MATERIAL, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM rSy D-1557 TESTING, PREPARED CONFORMING TO SECTION 2-06.3(1) OF THE CURRENT STANDARD SPECIFICATIONS. E PW #21 - 129—DEV co This plan sheet is accepted for construction in accordance with the '"+ City of Movies ordinances and policies. Actual conformance of the •r-'t r--4 , design with applicable laws is the sole resporolility of the CID c� professional engineer, whose name and stamp appear on ttis sheet r Acquiring,complying with,and providing mitigation for all Federal, State,County,and Local Late, permits, and mandates,inducing but MIT NO. �1 not limited t the Endangered Species Act, Federal Wetland Permit, ��oFr'wA�' State Department of Fisheries Hydraulics Permit,Federal Flood Plain /y v �E Permits, National Pollutant Discharge I]imitation System Permits is I`/ • y" SR the responsibility of the Developer, Landowner, and their Engineer. 1 `��•` The issuance of this permit shall not be construed as proof of ar;' i nee Table laws and permit requirements. •:- �g, cp1 70H NO:2021-78 2�ao� FF /own_CC4II CITY ENGINEER DATE DATE: May 2021 the acceptance will expire one year from the date SCAT&: Noted noted above. DRAWN: D. HERAIGS'FAD July 30, 2021 CHECK: D. HERRIGS AD Rev, B, July 30, 2021 SHEET 3 OF r p Figure 11-4.1.1 Stabilized Construction Entrance Figure 11-4.2.12 Silt Fence area. P1 BMP C107: Construction Road/Parking Area Stabilization Figure 111-3.1.8 Perforated Stub-Out Connection NOT To SCALE Purpose . Stabilizing subdivision roads, parking areas, and other on-site vehicle transportation Joints in filler fabric shall be spliced CID at posts.Use staples,wire rings or ,z routes immediately after grading reduces erosion caused by construction traffic or runoff. equivalent to attach fabric to posts O I� 2'x2'by 14 Ga.wire or equivalent, + -1 i Conditions of Use ir standard slreigih fabric used / random fill // p rvY tit, r teY� Roads or parking areas shall be stabilized wherever they are constructed,whether per :�'`� << .��'x'/I r ., r 'se 'r,p� � manent or temporary,for use by construction traffic. r x : , >�k<r r 1 ,.` .. t i'- , a r, !' ..' .I •{ o Lb. High Visibility Fencing (see BMP C103: High Visibility Fence (p.269))shall be _ . 1 .7 r . :c' ;l rinstalled, if necessary,to limit the access of vehicles to onl those roads and ark <.::: :i i_ 16'min. I S •ON. . P P1Pe to in areas that are stabilized. . - x-'�_ -?r=g r ,/:7%'%t, <`" i'�Y/\• ` -s'-r';�-y=•Azg .�-A` - 1Y--rs hashed rock Wmin. :\\,.,•..: �.! OD y`T T_ Y. \.:.. it !'ii Ii :in• f� w Cl] CQ ��� Design and Installation Specifications t I _ 1 ...'�A/ ;Ari'��.ti.�i.�i.�ej�� \ Minimum 1 ( 6' �'-1 I f1.r ��'� -lentil? .% 4'x4-trench 1 I 11 O ' ?,r.Ar.�i�i.�w• 24"min. y .,,W.� 4. • . On areas that will receive asphalt as art of the project, install the first lift as soon rI c co Install driveway41- i tt �1. / �� .��:�.►�. .�. .�,• as possible. Post `- aMertit there Is a "`� '� 2'x2'wood posts,steel -- .. "�.��'"�- to 8'if win backlog is used fence posts,or equivalent �/ I �+1 a roadside ditch present 4•_s•quarry Est:!"*:!tom'';r • A 6-inch depth of 2-to 4-inch crushed rock,gravel base,or crushed surfacing base I Trench X-Section 11 A c i spells ;� 6 !�rw,� course shall be applied immediately after grading or utility installation.A 4-inch ; 6 t12 :3:1, ai • •4.• i-± f-��` course of asphalt treated base (ATB)may also be used,or the road/parking area nr2•by 14 Ge.wire or equivalent. l Cl]E Q' Ya a "rim' �'" •. if standard strength fabric used (�� C'J - Geolextlle ���f ;, +� � maybe paved. it may also be possible to use cement or calcium chloride for soil ci:`� Cab stabilization. If cement or cement kiln dust is used for roadbase stabilization, pH slope -� `'!''`� �''t` monitoring and BMPs (BMP C252: High pH Neutralization Llsinq CO2 (p.409)and '.>1.i Filter fabric7 L� W F-r rd 1✓ :���� ';i ;-, to road cif' r4 = En_, W ��+. y r' I itiTs re 1\ BMP C2531 pH Control for High pH Water(p.4121)are necessary to evaluate and WO it 2'min drainage system x E-1 minimize the effects on stormwater. If the area will not be used for permanent �,, -._ Notes: \ 15 Mn. /�,\ Q 1. Driveway shall meet roads, parking areas,or structures,a 6-inch depth of hog fuel may also be used "'�;i�i ': the requirements or the 12'minimum thickness ' •`'�%=��r O U but this is likely to require more maintenance.Whenever possible,construction Backrill trenchwith -.�;: � 7x 1W permitting agency. native soft or ya-- •.,�: /,%:r, / fevelbench Qr cea Z roads and parkingareas shall beplaced on a firm,compacted sub rode. 1.5'washedgrevel y_,"min '`•'°�2.. p g 12 � � rl 2. It is recommended that Provide full width ,�� ,, .\r`/j: `!\%' Pad pipe I the entrance be of ingresslegress 4"tie um V.;. �- I orownedso that runoff area • Temporary road gradients shall not exceed 15 percent. Roadways shall be care- 4•x4-bench rrr /':' • i drains off he pad. fully graded to drain.Drainage ditches shall be provided on each side of the road- 23c2"wood posts,steel way in the case of a crowned section,or on one side in the case of a super- fence posts,or equivalent NOT TO SCALE 0 elevated section.Drainage ditches shall be directed to a sediment control BMP. Plan View of Roof Figure 11-4.1.1 • Rather than relying on ditches, it may also be possible to grade the road so that run- Figure I1-4.2.12 Stabilized Construction Entrance off sheet flows into a heavily vegetated area with a well developed topsoil. Land- 14111 Silt Fence iiiiiiill Figure 111-3.1.8 NOT TO SCALE DEPARTMENT OF Revised June soaped areas are not adequate. If this area has at least 50feetofvegetation that DEPARTMENT OF Revised October201° Illiiiil Perforated Stub—Out Connection ECOLOGY PleaSe see http://tmw ecy.wagovitopyrighthtml for copyright notice including permissions, water can flow through, then it is generally preferable to use the vegetation to treat ECOLOGY • Peaseseeo htlp:I/www.acy.wa.govIcopyrightlilml pydghthlmlfor copyright notice Including permissions, DEPARTMENT OF Revised December 2015 State of Washington llmilationofliabuiy,and disclaimer. runoff,rather than a sediment pond or trap.The 50 feet shall not include wetlands State of Washington fimaaUonofiiabitily,and disclaimer. ECOLOGY or their buffers. If runoff is allowed to sheetliow through adjacent vegetated areas,it - Please sae hifpl/rnwcerywe.goNmpydghLhimi for copyright notice in ks:5n permissions, • Slate of Washington limitation of liability,and disclaimer. is vital to design the roadways and parking areas so that no concentrated runoff is ----- created. r m 2014 Stormwater Management Manual for Western Washington 2014 StormwaterMana 2014 Stormwatery 2014 Stormwater Management Manual for Western Washington Management Manual for Western WashingtonManagement Manual for Western Washington co Volume 11-Chapter 4-Page 273CD 0 0 cr Volume II Chapter 4 Page 277 Volume II-Chapter 4-Page 369 Volume III-Chapter 3-Page 466 aD h-r—dt CD }eel .a1-11" ni • U E---tc., 3 � CD in w� Figure 11-4.2.16 Cross Section of Sediment Trap Figure 11-4.2.17 Sediment Trap Outlet -+-) N Ncu f / I 1 f--J Cr- i Plastic or metal edge restraintCrD with%z'die x 12"long gain r Belgard Turfstone C" j Topsoil Infill steel anchoring pin I: 1lGMAUn1IVI lI(1�i( ?)(411ci ll(11Iir . \(n\I( lI(r. II(1\I(Surface area determined I � ` :`'.� ••.}:�. r Q - 1"Bedding Layer,conforming 4'M". I to ASTM C33 with maximum at top of weir [- - { I- 6'Min. . IIr Min. 1 I overflow • 1%passing the No.200 Sieve. _ _ _ 1'Min. I- 1'Min.depth overflow spillway �i I T ci S I i I I I I I- I IfIE • 3y'a 3.5+-5 — — — — — • r hsn. • I 1 L I ` • Compacted Aggregate Base, �' ts'Min. minimum 8"thick.Asphalt or dr / Min.1'depth 2'-a'rode Flat Bottom J I- Y cement treatment base can Yi"-1.5• I -I I 1J.--.( I iI-- - be used over weak or Native soil or =I El l -JT- Min.T depth%," -1.5 saturated subgrade soils. Washed gravel Discharge to washed renal b9 Geotextpe stabd¢ed compacted backfill 9 Note:Trap may be formed by berm or by GaotoxU(o partial or complete excavation. conveyance, _ I 2'-4'Rork sp aldoflevel \`Geotextile separation RIP Rap fabric on entire bottom and sides of aggregate base Base extends minimum - Compacted Subgrade.Prepare 12"beyond grid perimeter according to recommendations in the geotechnical report. r--•-4 Design Notes: .-r-d NOT TO SCALE NOT TO SCALE CD --- aVr� 1. Cross section as shown is suitable for light vehicular applications,including parking lots,emergency access or residential driveways. �L/ 11011 2. Depth of aggregate base subject to site specific conditions Uralic loading,soil conditions,groundwater levels,climatic conditions). illFigure 11-4.2.16 iiiiiiill Figure 11-4.2.17 3. An edge restraint for all Turfstone applications is required.Commercial vehicular applications should utilize a 6"wide concrete curb for containment. • •-• _L- liliiiii Cross Section of Sediment Trap Sediment Trap Outlet i„7��, }`t y�tf��bt DEPARTMENT OF Revised November 2015 DEPARTMENT OF Revised November 2015 �y 'Y-7/M•. Z `-' ECOLOGYECOLOGY helgard.com t �, laaarfff,` • SHEET NO. Please see httAl/www.ecy.wa. co hthlmf Torce m hl notice including permissions, Please see htt yhwnv.ec.tro. ovlco hGfdmf for copyright notice Including gyp' brawl b� s , qa- c5'• 9m'✓ PYn9 P! g mg P Y 9 PYdB pyrig 9 Permissions, n� State of Washington fimitaton of liability and disclaimer. State of Washington limitation of liability,and disclaimer. 9wfa ilwact p,xW's.swro mnl snWC enro Be gard Grid Paving Detail N.T.S. MI-I qq 27807 ; ; -- __- —.I 1 677-235-0273 usMkr crnstnrcemwMed Oa ern: o,a"ty ene.r may, ,lS VV '4 C 4 Lf slg.]atureofaenginaer. -M�.SOM6LE .� `GELGARG de,atia,^gbelgard.com F�° y-^�M�^ Grid Paver (Turfs#one) Used in a Vehicular Application 5„sno„ REV.: - 7-30-202I JOB NO: 2021-78 DATE: May 2021 2014 Stomiwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington SCALE: Noted Volume 11-Chapter 4-Page 386 Volume 11-Chapter 4-Page 387 DRAIN: D. BERRIGSTAD CHECK: D. HERRIGSTAD SHEET 4 OF 4