3333 NASSAU ST 2024-08-07 - Laserfiche WebLink

WASHED ROCK 8'PERFORATED RPE GENERAL NOTES'. • RESIDENCE WILL REWIRE NFPA73D FIRESPAIN IO-ER SYSTEM(UNDER SEPARATE PERMNJ U �dFBfri •�� GRO DL,EVEL �-�, CITY STREET AND ALLEYS ARE TO BE KEPT CLEAR OF OUT AND DEBRIS AT ALL TIMES 1 - ,�,� .� DURING....TAUCTION.DUST SUPPRESSION AND STREET CLEANING MUST OCCUR. 8'PIPE FROM CATCH BASIN ALL IXP0 ED GROUND MUST BE RESEEDED WITHIN 30 DAYS OF COMPLETION OF 'L* CONSTRUCTION.IF RESEEDING IS NOT PRACTICAL DUE TO WEATHER THE GROUND MUST � - BE COVERED WITH MULCH. �'rn I Il-- TEMPORARY EROSION CONTROL MEASURES FOR CONSTRUCTION ACTIVITY MUST BE Il-- OPERATIONAL PRIOR TO COMMENCEMENT OF ANY CUEARINGIEARTHWORK ••= ,`j a • SILT FENCE AND STRAW WATTLE ADDED ON INSIDE OF WOODEN FENCETHROUGH o C � CONSTRUCTION. r 'rl p � > • UN-WORKED AREAS OF DISTURBED SITE LEFT FOR 2-DAYS OR MORE SHOULD BE MULCHED y OR COVERED WITH PLASTIC. I 41 MIN �( �cX • SOILS TO BE REUSED SHOULD BE STORED IN STOCKPILE FORM,AND COVERED IN PLASTIC SHEETING TO REDUCE EROSION, I I ti _ =-:J_✓`._J-aL.� • TEMPORARY EROSION AND SEDIMENTATION CONTROL ELEMENTS AND PERIMETER ROW 0 o CONTROL SHOULD BE ESTABLISHED PRIOR TO THE START OF GRADING. o • STAGING AREAS TO HAVE 10 INCHES OF 2-INCH S®CRUSH ROCK OVER ENGINEERING = 3 STABILIZATION FABRIC. s. • PLEASE REFER TO PUBLISHED MRIGATION PLAN FOR SITE THAT DETAILS OVERALL SITE V� IMPROVEMENTS,WH ICH INCLUDE BUT ARE NOT UNIFIED TO ENHANCEMENTS,REMOVAL OF BUFFER ENHANCEMENTS PER I "' INVASIVE SPECIES,EROSION CONTROL,FENCE CONSTRUCTION AND POSTED SIGNAGE 162 EN LEVEL SPREADER SECTION ENVIRONMENTAL CONSULTANT AN� o SCALE:T'=1'-O" I I ~ z o I = 00 IMPERVIOUS AREA CALCULATION: SITE AREA 14,855 FP I I S7x,P�s ROOF AREA: 2,98D FP PABTac DRIVE/ENTRYWALK 100 FP 5 55'-0' 25'-0' REGISTERED JOINING FENCE SECTIONS 10992 TOTAL NEW/AEPLACED: 3,DBOFP I BUILDABLE AREA :-D, SETBACK h.-� HITECT CUTAWAYMEW REINFORCING MESH ErIHE12 PERCENT IMPERVIOUS: 20.7% W� INDUSTRIAL POL_POLENE OR STEEL MESH WfTH B'MAX OPETNYG STEEL MESH SHALLSE t4GA MIN. GAR W A WERAND WOOD FENCING-55'xTO' STATE OF WASHINGTON MTIIGATED AREA survoRT srwa= a 1 MINA Ga I r% / I RESIDENTIAL GRINDER PUMP&SUMP —� LOT COVERAGE CALCULATION: /��/f/r ConvACTEn vaRE I //r/// LOCATED OUTSIDE HOUSE FOR SEWER SLOPES SITE AREA: 14,:555 FPFILL /r. �//r��// t.. g.. BUODINGAREA: 2,456FP UNDISTUMED PVC FORCE MAIN FOR SEWER GROUND '� DECKAREA: /Nr�(lr�{ ,,' /��/// i roEANCHae2,753 �e' PERCENT COVERAGE 16.% / I O %�RE, � OUNNE OF RDOP OVERHANG � 00 w MIN. 9 I //��r///��N j c7 'STAKES SPACE®S�MAX USE 2z2x48-(x 318•)WOOD DR I r EOUIVALENT STEEL IU ORT)STARS II .� BUILDING HEIGHT CALCULATION: TYPICAL SILT FENCE DETAIL zB'AsovEPARING PAo(EMC 19a3.19o) I��iJEVVI%��%i% % '�' w SCALE'NTS MAX BUILDIING HEIGHT: 191.6T /r /r/ � PARKING ,/ W / i�// ACTUAL HEIGHT: 186.71' I i/ rr/i W RAVBU PAgNIN6. xgj.w 11J 7'�' w rsa v,� 3 = B'RPE TO LEVEL SPREADER AND BUBBLE UP W > a TO SURFACE AND DISCHARGE INTO BUFFER Q J ULTRA BLOCK RETAINING WALL-4'DR LESS _ Q z "I `-f^- CATCH BASIN TO PICK UP NORTH HALF OF 12-x Jf, 3S 760, 90'ASPHALT/CONCRETE DRIVE,SOUTH ROOF LLJ EIOSRNG FIRE HYDRANT OF HOUSE AND PARKING PAD NEW WATER METER CONNECTION W/ 7 �J Cy 1•METER COMBO(DOMESTIC&RRE) - 41q 2°POLYWAIER UNE .....--^ ^ — DRAWN: GS " ." '."_ DATE 2017.11.08 PROJECT f: 2017,012 SCALE. PER DRAWING PHAGE: 48"SEWER MANHOLE W/SOUD LID BUILDINGVCONSTRUCTION SET 6"PVC SIDE SEWER,NEW CONNECTION MARCH 23,2018 TO MAIN(GRAVITY FLOW) EXISTING BUILDING REVISIONS , $SPA1 , .SSPM1A ... .. -. ',.. .:... .. a . ..:...,•. '.�'�.�:: PEAMWSNERMEABLE PEOESTPoAN PATH(300 Ffq 34}k(SFREEI•. Am 77777 , ^ PSE GAS SERVICE FROM NORTON- ROUTEINTOJOINTTRENCH JOINT TRENCH TO HOUSE POWER,PHONE,TV TIRE SITE PLAN SITE PLAN SCALE:1/16"-1'-0' 0 4' 8' 12'16' 32' 48' SHEET: CIT, OF EVE?ETT REVIEWED FOR PERMIT A1 .0