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Home My WebLink AboutPermit File 1211 10th Street EROSION CONTROL NOTES 0thStreet A, A CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR (ESC) IS REQUIRED, THE ESC SUPERVIS❑R MUST HAVE ATTENDED A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL CALSS WITHIN 3—YEARS FROM T❑DAY'S DATE, MUST PR❑VIDE CERTIFICATI❑N GA B. THE CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R WILL OVERSEE AND o BMP C105 OR C107 REMOVE & REPLACE BE RESP❑NSIBLE FOR ALL ER❑SI❑N C❑NTR❑L, THE FACILITIES SHALL BE INSPECTED DAILY TEMP, CONSTRUCTION DRIVE & TRAFFIC INLET PROTECTION AND MAINTAINED TO ENSURE PROPER FUNCTI❑NING, WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES ENTRANCE CURB AND GUTTER BMP C220 DURING THE WET SEASON (❑CT❑BER 1 TO APRIL 30), MONTHLY REVIEWS DURING THE i// _ DRY SEASON (MAY 1 TO SEPTEMBER 30), WRITTEN RECORDS SHALL BE TURNED INT❑ THE Z 00 F-A ^ __ ^F WSDOT DETAIL I-40-20 00 PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED BMP C154 \ v v v R B CB AT KINGSWAY PR❑JECT MEETINGS. O 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 p PRI❑R TO ANY C❑NSTRUCTI❑N START. TUB NO DIRECT w sx DISCHARGE TO EXISTING EXIST D. SURROUNDING CONDN ITIONS AS NEEDED L SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE o co SOILS BURLINGTON CB E. PR❑VIDE A SIGN DISPLAYING A 24—HOUR CONTACT NUMBER AND NAME OF THE ESC —/� S I D= WALK IN SUPERVISOR, P PLACE RI❑RET❑ETTER SIZE C❑NSTRUCTI❑NA START, REMEMBER,LL BE A MINIMUM ❑THE LOOK ❑F F 2—INCH LETTERS. SSIGNI WILLS BE A 0 0 BMP C233 // / Lao SD L REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVEL❑PMENT, 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, SD 07,3), ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF 0 X ': r SILT F-ENcE ° C.O. v ANACORTES PRI❑R TO THE ACCEPTANCE OF THE PROJECT, 0 0 1 ,, , r ' ° REMOVE AND GEL w 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 ° ❑F CONSTRUCTION AND MAINTAINED DURING THE DURATION ❑F THE PROJECT, ADDITIONAL BMP C123 Q PERFORATED. STUB OiJT \ D SIDEWALK PANEL MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE TEMP, SOIL STOCKPILE DCONNECTION FEET KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. = = 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 o LENGTH SEE DETAIL. SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH '—' STRAW OR VISQUEEN nn ° ° \^ X X X X APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC C❑VERING, ETC.) & SILT FENCE AROUND dry w tr°• ° I, TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (❑CT❑BER 1), ALL DISTURBED ~ w SIDES. Si l AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATI❑N FOR , t—ix � �]A S G THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK ❑F THE DN P BEGINNING ❑F THE WET SEAS❑N, A SKETCH MAP ❑F TH❑SE AREAS T❑ BE SEEDED AND TH❑SE D BMP C24O — AREAS T❑ REMAIN UNC❑VERED SHALL BE SUBMITTED T❑ THE PR❑JECT MANAGER. THE PR❑JECT- 19 G;° S�` F � N .. I TEMP SEDIMENT "\�E R]R- v\2 MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT C� UGP PR❑PERTIES OR DRAINAGE FACILITIES, Q 7 °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 Residence REQUIRE UNDER CHAPTER 17.66 — PENALTIES FOR VI❑LATI❑N (AMC). EACH DAY IS C❑NSIDERED CY front to remain co eI TRAP 8'X8' S A\I T A R Y A DIFFERENT VI❑LATI❑N. w Addition oo SEE DETAIL SS REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE '�I BMP C103 -W -R STABILIZED. HIGH VISIBILITY Co 1791 S I W ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. ST - RV FENCE AS c W I i I SD THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE REQUIRED IF NO c) GM I I SEWER DURING CONSTRUCTION. FENCE EXIST, o cl- CD WATER o Covered Porch A I\ W `V' BMP T5,13 POST-CONSTRUCTION SOIL E ,� GE o QUALITY AND DEPTH ON ALL v a t c a s n ' CL DISTURBED SOILS BMP T5,13 o ° °;_f. LD Sanitary Sewer Clean _ ut ° POST-CONSTRUCTION SOIL 1 �" °` °' ° c " Water v e t e r ER CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS C I cm 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 ALL DISTURBED SOILS o ° HORIZONTAL AND VERTICAL ALIGNMENT. g Covered Car Port °�� z - ° " b 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM FINISH WITH - r 1 b a 1 i NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, , de k ii ' i ii ' Na �--� TRAP OUTLET SECTION C-C FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. THE END RESULT SHALL BE A c� NEAT AND PROFESSIONALLY FINISHED APPEARANCE. i I it � ._ - .. J' ° - - d� °a°p og - 8 4 1 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND �.) �_ - - � 1� B DS 1� — 3,5' FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A OVERFLOW DISCHARGE TO STABILIZED 4 \ 2'-4' ROCK rRIPRAP CONVEYANCE TO DRIVEWAY LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY 3;1 SIDE FINISHED APPEARANCE. E EXISTING SIDE S E W E R �` /� SLOPE BOTTOM 72' ELEV, S311 LOPE E 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 BMP C103 APPROX. AS SHOWN PER ss RAVEL o _ WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF ANACORTES. HIGH VISIBILITY CITY RECORDS. D R V SILT FENCE TYPICAL TRAP CROSS SECTION B-B FENCE AS iSCALE: 1"=5' 5. SECITONS OF NEWLY CONSTRUCTED CURB/GUTTER AND SIDEWALK THAT EXHIBIT � REQUIRED IF NO telped S NEW 4" SIDE CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. r 1 � s SEWER, — — CRACKING RESULTING FROM SUB-BASE FAILURE OR CONSTRUCTION SITE DAMAGE C� 1 SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. FENCE EXIST X X X I' MIN, DEPTH - MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT 0 L / // W 6 0 0 4/ lllii�llll�IlllllIIIIII OVERFLOW iliffi lil lil, ,111 MANAGER, BE MONITORED AND RE-EVALUATED FOR POSSIBLE REMOVAL AT THE END OF it ill! 2'-4' ROCK 1 1 THE MAINTENANCE PERIOD. O --Pm- 2W MAX IIIIIIEi II 1111 S S S S GEOTEXTILE III-11I III-1 WASHED'ROCK alley TRAP OUTLET SECTION C-C CONSTRUCTION SCHEDULE SCALE: 1 -5 1. Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility r 1 Construciton Fence and catch basin sock inserts. CD 2. Install BMP C154, Concrete Washout Basin. 3. Install BMP C240, Sediment Trap as required. r LOT AREA = 6,000 SF 4. Excavation of' foundation.5. Install footings, foundation and utilities. --I—. 6. Backfill foundation and add additional BMP's to minimize Sediment transfer and erosion. 7. Install dispersion trench. Protect infiltration trench from sediment until site is stabilized. IMPERVIOUS AREAS 8. Construct home with gutters and connect to dispersion trench, 9. Connect to driveway as soon as concrete pavement is in place. HOUSE ROOF 8,8 8 3 SF 10. Installation of BMP T5,13 Post Construciton Soils and landscaping, PORCH AND RAMP 196 SF CONSTRUCTION STANDARDS SIDEWALK AND PATIO 392 S F ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED T❑ THE CURRENT WSDOT GRAVEL PARKING 407 S F SPECIFICATION AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDS, TOTAL 3,878 SF SOIL AMENDMENT NOTE 4 GRAPHIC SCALE BMP T5,13: POST C❑NSTRUCTI❑N S❑IL QUALITY AND DEPTH. 7 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 10 0 5 1 !6d525 !! 'iLth!!!!!!!!!!!!!!!! 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. of WAsy/lV design with applicable laws is the sole responsibility of the - 4, 2\ professional engineer, whose name and stamp appear on this sheet. P 7 �7 Acquiring, complying with, and providing mitigation for all Federal, C ( IN FEET ) q c r 1 State, County, and Local Laws, permits, and mandates, including but 1 inch = 10 ft. " 0 not limited to the Endangered Species Act, Federal Wetland Permit, 1 �1 State Department of Fisheries Hydraulics Permit, Federal Flood Plain REV.: - Permits, National Pollutant Discharge Elimination System Permits is �� R LIST ° &K/ the responsibility of the Developer, Landowner, and their Engineer. JOB NO: 2019-165 FSS/ONAL ENG The issuance of this permit shall not be construed as proof of DATE: Jan. 2020 compliance with applicable laws and permit requirements. SCALE: Noted January 14, 2020 DRAWN: D. HERRIGSTAD CITY ENGINEER DATE CHECK: D. HERRIGSTAD The acceptance will expire one year from the date noted above. 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