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EROSION CONTROL NOTES <br /> 0thStreet A, A CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR (ESC) IS REQUIRED, <br /> THE ESC SUPERVIS❑R MUST HAVE ATTENDED A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N <br /> CONTROL CALSS WITHIN 3—YEARS FROM T❑DAY'S DATE, MUST PR❑VIDE CERTIFICATI❑N <br /> GA <br /> B. THE CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R WILL OVERSEE AND <br /> o BMP C105 OR C107 REMOVE & REPLACE BE RESP❑NSIBLE FOR ALL ER❑SI❑N C❑NTR❑L, THE FACILITIES SHALL BE INSPECTED DAILY <br /> TEMP, CONSTRUCTION DRIVE & TRAFFIC INLET PROTECTION AND MAINTAINED TO ENSURE PROPER FUNCTI❑NING, WRITTEN RECORDS SHALL BE KEPT <br /> OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES <br /> ENTRANCE CURB AND GUTTER BMP C220 DURING THE WET SEASON (❑CT❑BER 1 TO APRIL 30), MONTHLY REVIEWS DURING THE <br /> i// _ DRY SEASON (MAY 1 TO SEPTEMBER 30), WRITTEN RECORDS SHALL BE TURNED INT❑ THE Z <br /> 00 <br /> F-A ^ __ ^F WSDOT DETAIL I-40-20 00 PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED <br /> BMP C154 \ v v v R B CB AT KINGSWAY PR❑JECT MEETINGS. O <br /> CONCRETE WASHOUT ater meter dr ve ay d op C. ER❑SI❑N CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS <br /> p PRI❑R TO ANY C❑NSTRUCTI❑N START. <br /> TUB NO DIRECT w <br /> sx <br /> DISCHARGE TO EXISTING <br /> EXIST D. SURROUNDING CONDN ITIONS AS NEEDED L SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE <br /> o <br /> co <br /> SOILS BURLINGTON CB E. PR❑VIDE A SIGN DISPLAYING A 24—HOUR CONTACT NUMBER AND NAME OF THE ESC <br /> —/� S I D= WALK IN SUPERVISOR, <br /> P PLACE RI❑RET❑ETTER SIZE C❑NSTRUCTI❑NA START, REMEMBER,LL BE A MINIMUM ❑THE LOOK ❑F F 2—INCH LETTERS. <br /> SSIGNI WILLS BE A 0 <br /> 0 <br /> BMP C233 // / Lao SD L REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVEL❑PMENT, <br /> SILT FENCE _ 89� -43 W ! (0,00 BMP C233 ° ° 150 LF 6" PVC SD O F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTI❑N 7— cz, <br /> SD 07,3), ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF 0 <br /> X ': r SILT F-ENcE ° C.O. v ANACORTES PRI❑R TO THE ACCEPTANCE OF THE PROJECT, 0 <br /> 0 1 ,, , r ' <br /> ° REMOVE AND GEL w <br /> BMP T5. QC R�??. p°.° / REPLACE CONCRETE G, STABILIZED C❑NSTRUCTI❑N ENTRANCES AND R❑ADS SHALL BE INSTALLED AT THE BEGINNING p1., O r—a <br /> ° ❑F CONSTRUCTION AND MAINTAINED DURING THE DURATION ❑F THE PROJECT, ADDITIONAL <br /> BMP C123 Q <br /> PERFORATED. STUB OiJT \ D SIDEWALK PANEL MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE <br /> TEMP, SOIL STOCKPILE DCONNECTION FEET KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. = = <br /> COVERING WITH o /i III 0.. ® IN H. ANY S❑ILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET 0 <br /> o LENGTH SEE DETAIL. SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH '—' <br /> STRAW OR VISQUEEN nn ° <br /> ° \^ X X X X APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC C❑VERING, ETC.) <br /> & SILT FENCE AROUND dry w tr°• <br /> ° I, TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (❑CT❑BER 1), ALL DISTURBED ~ w <br /> SIDES. Si l AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATI❑N FOR , t—ix <br /> � �]A S G THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK ❑F THE <br /> DN P BEGINNING ❑F THE WET SEAS❑N, A SKETCH MAP ❑F TH❑SE AREAS T❑ BE SEEDED AND TH❑SE <br /> D BMP C24O — AREAS T❑ REMAIN UNC❑VERED SHALL BE SUBMITTED T❑ THE PR❑JECT MANAGER. THE PR❑JECT- 19 G;° S�` F � <br /> N .. I TEMP SEDIMENT "\�E R]R- v\2 MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT C� <br /> UGP PR❑PERTIES OR DRAINAGE FACILITIES, Q 7 <br /> °O xisting IF CONDITION W R J. PENALTIES FOR AN ER❑SI❑N CONTROL VI❑LATI❑N ARE SUBJECT TO A $300 TO $1,000 FINE <br /> Residence REQUIRE <br /> UNDER CHAPTER 17.66 — PENALTIES FOR VI❑LATI❑N (AMC). EACH DAY IS C❑NSIDERED <br /> CY <br /> front to remain co eI TRAP 8'X8' S A\I T A R Y A DIFFERENT VI❑LATI❑N. <br /> w Addition oo SEE DETAIL SS REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE '�I <br /> BMP C103 -W -R STABILIZED. <br /> HIGH VISIBILITY Co 1791 S I W ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. <br /> ST - RV <br /> FENCE AS c W I i I SD THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE <br /> REQUIRED IF NO c) GM I I SEWER DURING CONSTRUCTION. <br /> FENCE EXIST, o cl- CD WATER <br /> o Covered Porch A I\ W <br /> `V' BMP T5,13 POST-CONSTRUCTION SOIL E <br /> ,� GE o QUALITY AND DEPTH ON ALL v a t c a s n <br /> ' CL DISTURBED SOILS <br /> BMP T5,13 o ° °;_f. LD Sanitary Sewer Clean _ ut ° <br /> POST-CONSTRUCTION SOIL 1 �" °` °' <br /> ° c " <br /> Water v e t e r ER CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS C I cm <br /> QUALITY AND DEPTH ON °s! I I P '� �'o 1 III / 1. CURB/GUTTER AND SIDEWALK CONSTRUCTION SHALL FOLLOW A TRUE AND UNIFORM �'., a co <br /> ALL DISTURBED SOILS o ° HORIZONTAL AND VERTICAL ALIGNMENT. g <br /> Covered Car Port °�� z <br /> - ° " b 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM FINISH WITH - r 1 b a <br /> 1 i <br /> NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, , <br /> de k ii ' i ii ' Na �--� <br /> TRAP OUTLET SECTION C-C FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. THE END RESULT SHALL BE A c� <br /> NEAT AND PROFESSIONALLY FINISHED APPEARANCE. <br /> i I it � ._ - .. J' ° - - <br /> d� °a°p og - 8 4 1 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND �.) <br /> �_ - - � 1� B DS 1� <br /> — 3,5' FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A <br /> OVERFLOW DISCHARGE TO STABILIZED <br /> 4 \ 2'-4' ROCK rRIPRAP CONVEYANCE TO DRIVEWAY LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY <br /> 3;1 SIDE FINISHED APPEARANCE. E <br /> EXISTING SIDE S E W E R �` /� SLOPE BOTTOM 72' ELEV, S311 LOPE E <br /> CROSSES PROPERTY FLAT BOTTOM 3/4'-1,5'� 4. THE CITY ENGINEER IN HIS SOLE DISCRETION RESERVES THE AUTHORIY TO ORDER THE ® �--� pBMP C233 1 WASHED ROCK -GEOTEXTILE REMOVAL OF SECTIONS OF CURB/GUTTER AND SIDEWALK THAT DO NOT MEET THE O <br /> BMP C103 APPROX. AS SHOWN PER ss RAVEL o <br /> _ WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF ANACORTES. <br /> HIGH VISIBILITY CITY RECORDS. D R V SILT FENCE TYPICAL TRAP CROSS SECTION B-B <br /> FENCE AS iSCALE: 1"=5' 5. SECITONS OF NEWLY CONSTRUCTED CURB/GUTTER AND SIDEWALK THAT EXHIBIT � <br /> REQUIRED IF NO telped S NEW 4" SIDE CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. r 1 <br /> � s SEWER, — — CRACKING RESULTING FROM SUB-BASE FAILURE OR CONSTRUCTION SITE DAMAGE C� <br /> 1 SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. <br /> FENCE EXIST X X X I' MIN, DEPTH - MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT <br /> 0 L / // W 6 0 0 4/ lllii�llll�IlllllIIIIII OVERFLOW <br /> iliffi lil lil, ,111 MANAGER, BE MONITORED AND RE-EVALUATED FOR POSSIBLE REMOVAL AT THE END OF <br /> it ill! 2'-4' ROCK 1 1 THE MAINTENANCE PERIOD. <br /> O --Pm- 2W MAX IIIIIIEi <br /> II 1111 <br /> S S S S GEOTEXTILE III-11I III-1 WASHED'ROCK <br /> alley TRAP OUTLET SECTION C-C CONSTRUCTION SCHEDULE <br /> SCALE: 1 -5 <br /> 1. Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility r 1 <br /> Construciton Fence and catch basin sock inserts. CD <br /> 2. Install BMP C154, Concrete Washout Basin. <br /> 3. Install BMP C240, Sediment Trap as required. r <br /> LOT AREA = 6,000 SF 4. Excavation of' foundation.5. Install footings, foundation and utilities. --I—. <br /> 6. Backfill foundation and add additional BMP's to minimize Sediment transfer and erosion. <br /> 7. Install dispersion trench. Protect infiltration trench from sediment until site is stabilized. <br /> IMPERVIOUS AREAS 8. Construct home with gutters and connect to dispersion trench, <br /> 9. Connect to driveway as soon as concrete pavement is in place. <br /> HOUSE ROOF 8,8 8 3 SF 10. Installation of BMP T5,13 Post Construciton Soils and landscaping, <br /> PORCH AND RAMP 196 SF CONSTRUCTION STANDARDS <br /> SIDEWALK AND PATIO 392 S F ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED T❑ THE CURRENT WSDOT <br /> GRAVEL PARKING 407 S F SPECIFICATION AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDS, <br /> TOTAL 3,878 SF <br /> SOIL AMENDMENT NOTE <br /> 4 <br /> GRAPHIC SCALE BMP T5,13: POST C❑NSTRUCTI❑N S❑IL QUALITY AND DEPTH. 7 <br /> SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATI❑N ON PR❑VIDING S❑IL AMENDMENTS FOR ALL This plan sheet is accepted for construction in accordance with the <br /> 10 0 5 1 !6d525 !! 'iLth!!!!!!!!!!!!!!!! <br /> 40 DISTURBED S❑ILS OUT SIDE OF IMPERVI❑US AREA AROUND BUILDING AND PAVED AREAS. HERB City of Anacortes ordinances and policies. Actual conformance of the SHEET NO. <br /> of WAsy/lV design with applicable laws is the sole responsibility of the <br /> - 4, 2\ professional engineer, whose name and stamp appear on this sheet. <br /> P <br /> 7 �7 Acquiring, complying with, and providing mitigation for all Federal, C <br /> ( IN FEET ) q c r 1 <br /> State, County, and Local Laws, permits, and mandates, including but <br /> 1 inch = 10 ft. " 0 not limited to the Endangered Species Act, Federal Wetland Permit, <br /> 1 �1 State Department of Fisheries Hydraulics Permit, Federal Flood Plain REV.: - <br /> Permits, National Pollutant Discharge Elimination System Permits is <br /> ��� R LIST ° &K/ the responsibility of the Developer, Landowner, and their Engineer. <br /> JOB NO: 2019-165 <br /> FSS/ONAL ENG The issuance of this permit shall not be construed as proof of DATE: Jan. 2020 <br /> compliance with applicable laws and permit requirements. <br /> SCALE: Noted <br /> January 14, 2020 DRAWN: D. HERRIGSTAD <br /> CITY ENGINEER DATE CHECK: D. HERRIGSTAD <br /> The acceptance will expire one year from the date <br /> noted above. <br /> SHEET_1 _OF____ <br />