7301 EVERGREEN WAY 2024-07-01 - Laserfiche WebLink

SE 1/4,NW 1/4,SEC 7, T°28N.,R.SE., W.M. SNOHOMISHCOUNTY, WASHINGTON CURB I 1 I \ 28050700203700 FOAM OPENING B RIM=489.28TBR I I I I"REBAR FOR FROM BIG IE 8"I RPVC(N)=487.18 y 1 I I 2 EACH DUMP STRAPS \\ ri EXISTING RETAIL BLDG / 74 II �. 1111/' UND REBA(7 W/CAP DUMP STRAP IE 12"RCP -48.46 8850 00 E 428.15 - 'KWA 17692 AT CORNER EXPANSION RESTRAINT S IIE 17,"RCP!$)-48 56 FOUND TA CB RIM=480.65 (1/4"NYLON ROPE, ��IE 8 PVC( 486.Ei j SHINER AT C N R / / FOAM 3 IE 8"RCP(f1=479.25 2"FLAT WASHERS) \ \ IE 6"RCP =479.35 - L------ ,f, \ Mvp / ® l� /�--- --- - ---- ---- �• \\ �iiCT/iirin, DUMP STRAP BAG DETAIL � SILTSACK _ H=D Ca-RMT-485.19.19eNc 3 / / RCP(NE)=483.3 / \ j RAINIER POINT CONDO so.o' IE 4"PVC(S)-4 o2E CATION v R / SCALE: I"= 30' r I / EXISTING BOLDING 30 15 0 30 60 DN y --exr-� T � G 40 BM PP - - • _ / MAG NA &TAG IL ELEV.=483.89' o I i i .1 II EX.WML F03 12"CAS I B 'METAL IS I IE 2 PVC N=483.59 / Gy / CO I 1'x2'METAL GRATE - IE 4"RCP W=484.19 I / IE 8"RCP E-483.99 / 1 CATCHBASININSERT 1 \ IE 2"DI(W)=484.74 / NCRETE _ / IE 6"RCP S=483.84 ■ // L'2 0 NOT TO SCALE � m ® \ --- -- FOUND 1-i/2"I.P S ----- 1 --- RI=4-1-- " \ T--- . N 88'5000 E 154.65 IF 18"RCP W)=491.1 / J IE 6"DICE)=48. \ AT CORNER EX 8"CONC. UND 1/2"REBAR/NO CAP EX.ASPHALT l EX.BLOCK IE 12"ROB S)=491.4$ % 2 -__-__--- WALL I \�! _-_------ PARKING AREA CB 1 / ) \ CB RIM-485+02 SERNCE DRIVE y \----_K6"DI(E 483.67 ° IM 493.7( / CAPRIED �' SO-, i � 4"PVC -4 APARTMENT BLDG /A \CL \ \ \\ \ SERVICE i r�urivl/rvcrrlvrrlrlrrrrvivlrirririr/vir/rriv�rrr�' OPEN N BELOW _ CIL OF� PC=3+81.60 �sl I I I 00393700100102 MW® ADE x 1 J \\ ASPHALT I I I \ \ T.E.S.C.LEGEND CATCH BASIN INSERT PROTECTION(IYP.) IB 72"RCP =49 93 - - 1 CLEARING LIMITS I \ IM APARTMENT BLDG P(N)484.3 II � PLANAPPROVED 0 50.0' I I I \ Mp\ THE 13 ELEMENTS OF TESC BMP EV ETT ICUCLARINLIMITS PUBLIC SERVICES DATE LIMIT OF CONSTRUCTION CLEARLYMARKED. PUBLIC WORKS ELEMENT 12-ESTABLISH CONSTRUCTION ACCESS: UTILITIES DRAINAGE I DEPARTMENT I / \ N/A NOTES.' A PUBLIC WORKS PERMIT IS REQUIRED PRIOR F 1 \ I I\ \ \ TO STARTING ANY CONSTRUCTION ON THIS ELEMENT JJ-CONTROL FLOW RATES: CITY STREETS ARE TO BE KEPT CLEAN OF DIRT CITY ENGINEER PROJECT.APPROVAL FOR THIS PROJECT IS a 1 / I I I \ ❑❑❑ N/A AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. CONDITIONAL PER CURRENT STANDARDS AND DUST SUPPRESSION AND STREET CLEANING MUST EXPIRES-_________-_UNLESS ELEMENT J4INSTALSEDIMENT CONTROLS: OCCUR AS DIRECTED BY PUBLIC WORKSPERMIT ED BEEN ISSUED C� \ I N/A INSPECTOR. FOUND'i/2"REBAR W/CA 1`� \ \`req - -- \\ \I _- FOUND i-1/2"I.P. ELEMENT 15-STABILIZE SOILS: ALL EXPOSED GROUND MUST BE RESEEDED WITHIN NO IN ASPHALT. \ AT CORNER / 30 DAYS OF COMPLETION OF CONSTRUCTION.IF a _ _ ELEMENT�f6-PROTECT SLOPES: RESEEDING IS NOT PRATICAL DUE TO WEATHER OR SDMH RIM 502.20 _ - _ SEASONAL PROBLEMS,THE GROUND MUST BE _ 'S - /- 1 r/r/T/rmTl/f/!rT/r/rT/Tr/rTT/rmrrTT/r//T/r/�/r I N/A COVERED WITH MULCH AS DIRECTED BY THE CITY .CpNCRETE g (I_ EXISTING BUILDING ELEMENT�f7-PROTECT DRAIN INLETS: ENGINEER. 12"CMP 499.54 . I \ INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS TEMPORARY EROSION CONTROL MEASURES FOR CB RIM=502 48 12"PVC 500.83' - // IE 8'DIM-500.78 I / CONSTRUCTION ACTIVITY MUST BE OPERATIONAL ELEMENTI8-STABILIZE CHANNELS AND OUTLETS: PRIOR TO COMMENCEMENT OF ANY CLEARING OR INSIGHT ENGINEERING CO. .2; -�• /1 00393700100304 \�r N/A. EARTHWORK. P.O.BOX-1478 / SDMH RIM=502.93 =• J KENTUCKY FRIED CHICK �o. J / ELEMENT 19-CONTROL POLLUTANTS: EVERETT,WA 982O6 Y ALL VEHICLES,EQUIPMENT AND PETROLEUM PRODUCT (425)303-9363 (425)303-9362 FAX y CB RIM=502.93 STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO I " 1 0 53 DETECT ANY LEAKS OF SPILLS,AND TO IDENTIFY MAINTENANCE NEEDS INFO@INSIGHTENGINEERING.NET P%W 93, AND PREVENT LEAKS OF SPILLS. SITE ADDRESS: 7307 EVERGREEN WAY, • ELEMENT JIO-CONTROL DEWATERING: EVERETT,WA 98203 THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION PROJECT. TAX ACCOUNT NO.'S: 28050700203800,00393700100303, Know what's below. ELEMENT#IT-MAINTAIN BMP',' REV.NO. DESCRIPTION INITIALS DATE 00393700100201 Cal before you dig. ALL TEST BMP,,SHALL BE MAINTAINED AND REPAIRED AS NEEDED. UTILITYCONT"LICTNOTE' ELEMENT J12-MANAGE THE PROJECT R h PEN XX THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION Q'OF W ' '9 CAUTION' OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SE 1�4,NW 1�4,SEC.7,T.ZgN.,R.SE,W.M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SEDIMENT CONTROL. FQ )wO.b EVERETT CHEVROLET DIMENSION,AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ELEMENT J13-PROTECT ON-SITE STORMWATER MANAGEMENT BMP'S PLANS OR NOT,BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES:N/A DWG FILENAME DESIGNED BY DATE: SCALE: JOB NO.: AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING A 36499 g4�yW 231295-FINAL.DWG JTK 11-OB-2023 1"=30 23-129.5 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFYF',p CJS T ER G1 WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN SFONAL SHEET ON THESE PIANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND �r ARE SUBJECT TO VARIATION.IF CONFLICTS SHOULD OCCUR,THE CONTRACTOR 11�22�2023 SWPP PLt11Y C2,0 SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY 70 RESOLVE ALL PROBLEMS PRIOR 70 PROCEEDING WITH CONSTRUCTION.