5109 SEAHURST AVE 2019 Plans 2025-11-04

NW 114,SEC. 1, T.28 N,,R.4 E., W,M, CITY OFEVERETT, WASHINGTON I � A I i I Del dQM��QDD��O1�1 I I SCALE: 1"= 10' U 5 a 10 20 I Q; CL C)- — — — — — HOUSE — —— I Up o JamN/ co Cv GRAVEL #5105 Z Q U W -----__----- PROPOSED 6" CEDAR CL VEGETATIVE COVER = w —— — —— Q BEFORE DEVELOPMENT \ CL / - W Lu FENCE (WITH 2'-3' co WALL)' J ---- ---- `" O N m RESIDENTIAL ANOSCAPING r� _ 5' BSBL/ n AFTER DEVELOPMENT RESIDENTIAL LANDSCAPE AT DEVELOPED PORTIONS 3 r m LANDSCAPING BUFFER KEYSTONE WALL _176.39' SOIL TYPE E E — — —— ———_ - \ _ ALDERWOOD UR84N LAND COMPLEX L BL - - ------ -- °j iI N I I WOOD FEN j II GRADINGQUAATES LEYLAND GA GE CUT: 500 Cu.Yds.348 FILL: 500 .CYPRSS (GRADING QUANTITIES WERE CALCULATED USING THE LAND DEVELOPMENT DESK/OP COMPOSITE METHOD.CALCULATIONS DO NOT I I 3 7' / MCP ACCOUNT FOR SOIL SWELLING AND SHRINKAGE) C I \� `��6' I I II II NOTE.• / { RHODODENDRON [ I I O EXCESS CUTMAY BE SPREAD ON SITE. HOUSE %«'.-1`� I I 2. ANY SOIL REMOVED FROM THE SITE MUST BE HAULED TO A _ I r 348 d I " raj I I c�i1 I I I 20 #5109 COUNTY APPROVED SITE. /7 1 JUN?F�ER_I_BSBLN FF=352 ij r r + FF=347.5 li Z li SwPPPLEGEND NTERCEPTOR TRENCH l WM \ \ / I 20 II I ROCK CHECK DAM w I \ ku I — 9MP CCHE K LL, D207 AM II II �4 \�� / �\ BSBL l- 20' 91 II —SF SF— 9SILT MP CPJJ N °I LEYLANN r ---------i-_� RAIN(IGE FLOW BSBL CYPRE S I =_= - S T --_ _ _ PATH(ARROWS (TYP.) TEMPORARY CONSTRUCTION J �� + I -- 9MP C105 � m I ii- - - li o TCH BASIN INSERT it I I ——— ____ I \ , I I 9MP C220N(TYP) I �6ts I — � p \ :LEARING LIMITS tLICHARLEE ST. I N N � w --- - z _ �� -► 3 w I I - - - �� —ems - 55 ON � - w �� SO \ '�'� 191 — ^ cr Z W 4— ^ I II VE IEGETATION o W c G��—c ��' c c D �` I� I MU MULCH&IQR STRAW MAMNG N II 9MP C111 CN CbN 9VALk 3 I - - - - - - - - - — - - _ III I Cr I PL °LAsnc CO �,� �, i � \ \ \ ��- ��• �\ S88°51'22'E 176.48'` I 9MP C123 � J I I �a w 'J °Low ARROW(Ex) EX-CB = W °' ROCKERY HOUSE BKEYTONE ETS WALL 3�8 �� CL RIM=338.2E \ / 1.E.=336.06 / I #5115 _ / I O � THE 13 ELEMENTS OFSWPPPBA P I RIM SAN. SEWER MANHOLE ELEMENT 11-MARK CLEARING LIMITS: In LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. CITY OF EVERETT _ESTABLISH AL STABILIZED CONSTRUCTION ENTRANCE O5 SHOWN. p N ACCESS (DATUM: NAVD 88) ELEMENT,-/��) �° RIM=339.89 FLOWMINIMALCOMROL FLOW RATES, 3 I WM IE=327.49 (CTR.) ELEMENT 14-INSTALL SEDIMENT CONTROLS: ' SILT FENCE,INLET PROTECTION AND MULCH. ELEMENT 15-STABILIZE SOILS: SOIL STABILIZATION IS ACHIEVED BY MULCHING,PLASTIC COVERING AND SEEDS. A 10' ELEMENT 16-PROTECT SLOPES: INSIGHT INGIN INRING CO. SLOPES ARE PROTECTED BY PLASTIC COVERING,MULCHING AND SEEDS. P.O.BOX-1478 ELEMENT 17-PROTECT DRAIN INLETS: EVERETT,WA 98206 INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. (425)303-9363 (425)303-9362 FAX ELEMENT18-STABILIZE CHANNELS AND OUTLETS: --- INFO@INSIGHTENGINEERING.NET N/A. SITE ADDRESS: 5109 SENURST AVE. ELEMENT 19-CONTROL POLLUTNTS: EVERETT,WA 98203 ALL VEHICLES,EQUIPMENT NO PETROLEUM PRODUCT KooW Whero b@IcW. STORAGEINSPERSING AREAS WILL BE INSPECTED REGULARLY TO TAX ACCOUNT NO.'S: 0041660000040) Call before You dig. DETECT ANY LEAKS OF SPILLS,AND TO IDENTIFY MAINTENANCE NEEDS REV.NO. DESCRIPTION INITIALS DATE AND PREVENT LEAKS OF SPILLS. VTIL17T'CONPLICTNOTE• ELEMENT 110-CONTROL DEWATERING: THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION CAUTION.• PROJECT w of WAsxt*9� NW 114,SEC.1,T.28 X,RAE.,W.M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ELEMENT 111-MAINTAIN SMP'6: ye RA �'AY OAKBAYEVERETT DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ALL TEST BMP.SHALL BE MAINTAINED AND REPAIRED AS NEEDED. PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE ELEMENT 112-MANAGE THE PROJECT: DWG FILENAME DESIGNED BY: Df TE SCALE: JOB NO.: CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISBNG THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION '6499 q,Q UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN A OISTE4 l 180937-FIN4L.DWG JRC 02-16-1019 1^=10' 18-0937 WHETHER OR NOT CONFLICTS EXIST.LOCATIONS OF SAID UTILITIES AS SHOWN SEDIMENT CONTROL. SSIONAL SHEET ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR ELEMENT 113-PROTECT ON-SITE STORMWATER MANAGEMENT BMP'S SHALLCONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES:N/A 0810812019 SWPPP&GRADING C2.0 _ PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.