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1302 HOYT AVE 2019 Plans 2022-12-01
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1302 HOYT AVE 2019 Plans 2022-12-01
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Last modified
12/1/2022 11:32:11 AM
Creation date
7/20/2022 2:45:31 PM
Metadata
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Template:
Address Document
Street Name
HOYT AVE
Street Number
1302
Permit
C1906-001
Year
2019
Notes
RELOCATE BASEMENT ACCESS DOOR / NEW COVERED PATIO / ADD APPROX
Address Document Type
Plans
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77 <br />..... - <br />i.,.. <br />- <br />t <br />NO <br />_ .__..APPROVED <br />PLANNING & COMMUNITY <br />� <br />DEVELOPMENT DEPT• <br />®- ESC STANDARD NOTES <br />DATE <br />00 <br />x. <br />in 0 <br />1. Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of <br />00 <br />road or drainage design (e.g. size and location of reads, pipes, restric#ors, channels, <br />e `'' <br />® CO <br />permanent <br />x.m <br />CO <br />�Q)q <br />retention facilities, utilities). <br />.:.�� <br />2. The implementation of these ESC plans and the construction, maintenance, replacement, and <br />C'J <br />upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is <br />® <br />' <br />® r— 00 <br />4 — <br />completed and approved and vegetation/ Randscaping Is established, 4- 1 <br />0 W ,i- <br />3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to <br />construction. During the construction period, no disturbance beyond the flagged clearing limits shall beCL <br />�y <br />permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. (J W <br />4, The ESC facilities shown on this plan roust be constructed in conjunction with all clearing and grading � <br />activities, and in such a manner as to ensure that sediment and sediment laden water do not enter the Z 0 M <br />00 <br />drainage system, roadways, or violate applicable water quality standards. 0 <br />A <br />S. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions <br />During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm <br />events and to ensure that sediment and sediment -laden water do not leave the site. <br />6. The ESC facilities shall be inspected routinely and maintained by the applicant/contractor to ensure Q ` ° u' r SE-AL <br />s their continued functioning, especially after storm events. <br />7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or �- <br />within the 48 hours following a major storm event. <br />8. At no time shall more than one foot of sediment be allowed to accumulate within a trapped catch <br />basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation STATE OF <br />shall not flush sediment laden water into the downstream system. VdASHINGTON <br />REGISTERED <br />` 9. Stabilized construction entrances shall be installed at the beginning of construction and maintained LANDSCAPE ARCHITECT <br />for the duration -of the project. Additional measures may be required to ensure that all paved areas are <br />KENNETH E. ARGE <br />kept clean for the duration of the project. bllA LANDSCAPE ARC INC. <br />10. The Contractor shall provide periodic street cleaning to remove debris and sediment tracked off the CERTIFICATE 301 <br />site. <br />11. Appropriate measures shall be taken to step sediment from entering surface water bodies if the <br />proposed BMPs fail <br />12. Bare and/or disturbed soils shall remain uncovered and/or un-stabilized for no more than 2 days <br />from October 1 through April 30, and for no more than 7 days from May i through September 30 <br />J <br />NOTES � <br />'AITAC#'t IN A �MNNER IHAT &I}St SEEWWI SFANDARD <br />- I- ff6TAII THt iNDS+OF THE SILT FENCE 10 POIN% _ <br />ASSURES FABRIC ISFIRMLY SPECIFICATIONS8-01.1[9}A SUGHTLYUP51LOPETOPPEVETaSEDWENTFROM - <br />HELD BYTHEBACiOUP - <br />SUPPORT IN AWAY THAT 00 <br />Ei£}'id+tNSi dfdi2S1'zCf THE ENDS. pF eHe f EP&CE. _ <br />Fi`WOES THE t''-?IE JAL - <br />- F#7R FA9RICt£YRl.asz 2. Gt=Po: f3Rft9 MAINTENANCE 14 ACCORDANCE WITH <br />.-FPaxTf£k. 6FOTEXPLE TO it'SOOT SWIDARD SPECIFICATIONS E-01.3f9)A <br />BACKUP SUPPORT 3. <PLUgS SsHAU. NEVER BE Pu�C(2 IN Liz SPOTS <br />OR5€lf:1FLOIS+,3iQt$S.IFSp li SARELQ+.FsTECt3Pd <br />iowORSump AR.Et , -. HE rmu mmyNE.LaTo <br />BACt;€1LCE. & ^� S BEatEIf�S'CAItFt34iNt 55CLFtER.`a'f5E _FPtlavaF. <br />BA ;NULED SEzf iF?Cxls,G idE-ti$..p;sE . <br />COJAi ACIE 616 (irSlU GRADE) A. IN TAL. s115 FENCING PARAL .EL TG MAPPED <br />CIE 'EXPLE 't iiV 58`e4i1tp7L£7RENGSH, _ . <br />BURY GEOTE.Txi3LL <br />tI'd 7AENCH <br />a <- <br />TYPICAL INSTALLATION DETAIL <br />LMM:L BACKUP SUPPORTiOR <br />THE GEOTWt4LESEE SYANDMI)- <br />- SPf.UtFFCAYiQi� SEfTYf1P! BA1.3(9iA <br />i €NGTH AS REQUIRED 10V F <br />MAY BE DEDUCED -10 50' [Al <br />SITES WITH LESS THAN ONE <br />OF EXPOSED SOIL OR APPRO <br />PLACE CONSTRUCTION GE)" <br />STABiLIi`_K ION FROM THE E <br />ROADWAY TO THECONSTRI <br />- (iR A4 f)[PVs, afii'1 RV T44P FNf <br />GEfl€t7CYli£ POR SICT PETITE <br />SETSSAraC�hFtPi SxFCfFtCkiilSti <br />SEC"t70M �•3s.'L {la,'iA84.E E —. <br />F. <br />Pi"A 51t.T FEN E <br />1nli5d i BAC�UPSuPPOH,2' <br />ISOMETRIC, <br />ISOMETRIC VIEW <br />CONSTRUCTION ENTRANCE <br />5. I3L1iING Eh`WhATION, Pr;t[TI2. aGfSTLfmw <br />THE 611QIMI) AROUND'InENC'tS AS MUCH UCH AS IS <br />FEd%.K.IBLE, AW 5MQOTHS1JP.PACF, FOLLOVANC <br />tXCAVAYlON TO A1101D CONCEPi!RAIING FLOWS, <br />COMPACIMIIi' UST BEALiEt DATE 70PREVENT <br />- UNDERrUTTING Fit)4'd. <br />I.1AC.UP SUPPORT <br />Su EL POST <br />E iYPfCz°1La <br />rr 6 J <br />`f <br />,r <br />FABRIC - <br />� <br />(C'EmErme) <br />(tYFiCAt5m"'1 <br />SPGCED 1`9ECE SE._TION5 SiIAU-'BF C::WS ENOUGH TC7iaEMER <br />€ENCE AT THE OVE4 WW3 <br />PLICT DE T AIL <br />?a3tSUCSi S?€DPW"d #-.3�1%-i't2 ACCSPFAWa 5LJBSUTi Tf <br />EXCEPT STEEL POST REQUIRED <br />. �..._ EVE <br />CITY OF <br />RETT <br />PUBLIC WORKS ORIPA T E '_' <br />TEMPORARY SILT FENCE 214 — <br />IIYrEMLL UKIVCSdFiY [.,+JL1f%4i! <br />F THERE IS A ROADSIDE DITCH <br />PRESENT <br />30' MIN TYPICAL. <br />PERMEABLE BAI iAST a YPICAL SEE <br />STANDARD SPECIFICATION <br />SECTION 9-03.912) <br />PROVIDE FULL WIDTH OF <br />INGRESS/EGRESS AREA <br />15, MIN <br />WSDOT STD PLAN I-80.10.02 ACCEPTABLE SUBSTITUTE <br />CITY OF EVERETT <br />" PUBLIC WORKS DEPAWMENT <br />kYAFi:ASS t{LtRlE4G41-F4t �`PAUi�`V,UfEt[f� ���5ti� Q4/0'1`203 <br />CONSTRUCTION ACCESS �_ 2 <br />SHEET TITLE: <br />"^': <br />PERMIT SET <br />
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