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' I c� � ' ::Z' <br /> �Q <br /> UNDERGROI}ND 3 � _,�; �^:._ : <br /> LIMITS OF CLEARING SFR 'E� .� '.._ , ,, � ' ,,_�. �,, �� , �, , rn � SOr . <br /> POWER = .._ :� , .; <br /> MARK W/ dRANGE _B u, ` j - �X �, ,, ._._ '" �... . � <br /> - - - ( :.. y �,�� <br /> � . <br /> , FL,AGGII�G , . � - .� _ I <br /> . ,. ,.. <br /> � <br /> - _ , <br /> ,s, � � _�-��� � �.,- ,F.�.�fl� � �' 3 _ SITE DATA <br /> : ,,. (17;110 �F) ; ,., oCOVERED .n _� u ::, MIT$ OF'CLEARING`,, �, a_. � `� J.,. ,-�,.�- -,°`- ; �``�;, 3 TOPSOIL . , <br /> , . ,�/� <br /> `�: � . _ DECK � ; SS ----- SS �.... ':., .� � , �, �, �, �..w...� �, ,,� ; = SEE NOlE SITE ADDRESS. 51 XX CHINOOK <br /> ' ' cC � ss cr--;' I �:.._.._ , ,,, �, MARK W ORAN(� , z .; �, O ,�,�; -_ ' DR, EVERETT, WA 98203 <br /> � �. ���..� Z. 4 ....., JJ a , �i ... � <br /> .-': r�.: :. ��.I . . . `. ' .. . .. <br /> . ,.., -_; _;•.... , �A��Ca � <br /> � z ,.. , , , ,, • ..,� l ;' �, ..,:,-' ,,,,,�`. .�--''� r,`' �,,- � STOCKPILE <br /> t . ,% � <br /> 46 � ,. 7110 � � _�, � r-,,"� .��'. ;r �n <br /> ,. (1 . � : ... _ +,,., <br /> '' ,. ���; .. B . , �; � SEE NOTE PARCEL NUMBER: 00571 7001 001 00 <br /> ,., ,, � ACCESS PER � � <br /> ,. ., � ,, • <br /> ., �......,..� � <br /> -� e �'� `�� STAND. DET. ; ;l` r ��� 1 '��,,,�'�" �o <br /> r, ., } ' � <br /> , -,. ;. � <br /> ,, � <br /> I - , �w E E�.9. . ,,.. � <br /> �„ , , 2-020 ,- .. , , W �". <br /> � ..w � <br /> `i� �.,�' <br /> � <br /> - - �.j.�� ..�..,.�� �`�-�..,. „- z � <br /> , _..:,. <br /> ; �`",.- <br /> � ,, <br /> ��, �, . . . <br /> , , , , <br /> �� 25' � >, �,, �.., � �'' <br /> � . , ,, <br /> , <br /> - � <br /> , ,,r-'' .� �� �� � ���� OWNER APPLICANT <br /> . . <br /> . <br /> �: � '���., ���,. �o�� ������ � �;� ���, ���� � �` ``� �'�r�_.�,��-�' � BUSTARD CUSTOM CONSTRUCTION INC <br /> ^ , ;. .. <br /> \� r <br /> � <br /> _, •. ..b ...� . ..- ..:. . �� ��. <br /> . <br /> , , > <br /> ,. <br /> ..., -..., ' p .,� � . • • �. .: . ... . . .-.. . .. : i' .. ., .,., \. `.. `�.. ...,� '`� „� ,/"� ,,.�'''� ,,,,�'"r ....._ <br /> ,,� �''� ,,�' �-- ., <br /> , , ni`n • • . . I ,, � <br /> , _ <br /> �"^- , '.,. N � � . �.• .' � " . • c •• � ' ;:P� . ��-__.�._..�` w <br /> - . <br /> ,^ .. N ..PROP. . . *; •. ,. l.._ M . ��``� � ONST 4 <br /> � .y.. .. <br /> �. <br /> "-..�. <br /> ,,, <br /> ,.., <br /> -,_ ,�S� . . . �. ;� � <, ; �^�. �,...._ , r f . MARYSVILLE,3WA 98270 <br /> ,.. D I.VEWAY ' ' <br /> �. A..,�w..�� ��_� .._ .. <br /> � � � , ..._ _ �� ,:, <br /> , <br /> , � <br /> . <br /> . <br /> , ___� 1- ,.. <br /> ... . , . O ENT <br /> .. . . <br /> . .. . . <br /> a . . . : ;� _.. <br /> �M. � . • M N � : I :e� ifi. < � � . • <br /> , 4 , .. �, , ' . d w<, i % ` ry''� '`..� �..__ r�, <br /> � __ <br /> _ " -' i <br /> ___..y � � � � <br /> � EX. FLOW _ ' � � � �: . • ""� <br /> w...� C : <br /> . �:_ <br /> ARROW . ..' . ': . ' '• ' • . r _._ <br /> � , -. � ,, ,,r <br /> . ( <br /> s,. <br /> w ,. • � , . � � ,-r� <br /> �, `� _�,. .. <br /> : . , � <br /> � . � , �� <br /> , rn <br /> .___ <br /> � < . • . . I , , , ,,� <br /> TYP. ` ' �'`'�~' ' V/ <br /> � � � <br /> ( ) 61, . _ � � �.."a:. ,: � : � o �` �>� �_� NER R O� <br /> . _ . : -. ° � <br /> ,� �, �CIVIL ENGI <br /> _ _ �__ . . � - � �� <br /> . . ( __.__ � - <br /> ; , - .. . �... a , , INC. <br /> -..��.. • .. �, i\....,j�1^' � ,..,�s'`r <br /> , . ; • � � :.. ��� ' " � _ ; . . . ', �`, � .___ � JOSEPH SM BY, PEG <br /> �. <br /> _ <br /> �� � . I <br /> _ . <br /> 3 , t l � �F. � .`. - IM. <br /> L : �__ � <br /> �� '�( HEIGHT� � _ --W�- �.�� � : .� � �r � .. t o 2707 WETMORE AVE. <br /> .M._ <br /> ' � W "�Q � � � � , f ,___�__ _r�.....�w. o EVERETT, WA 98201 rn <br /> __. <br /> ,.,,; _ CALCULATJ`t�N� W _ <br /> :: �// <br /> RECTANGLE _ - N � , j�, t�,:� �';' r; _ _ ., . ; W � 425.903.4852 <br /> _ : z ,� � � ff , s �' F. 425.259.1958 „ <br /> - < <, <br /> n._ , � � <- . <br /> N 88"39.34 E 27�.F3(1 . _._ PROP 1" O <br /> � Q � , : �� _ �� � _ �� ��' Q � � <br /> _ <br /> WATER V <br /> s�Rv�cE � W C ; ...._o._ _ __ � � SURVEYOR U <br /> , U <br /> : Z . . <br /> � �; � N 88�3�.34 E _2��.Sv- Q �,`n° 4532 Ever reen Wa Suite B <br /> � W o EVERETT, WA 98201y <br /> - <br /> � �-�-�- " -r: �:�:� =- ��.:. � U z <br /> _ � <br /> - - ' HEIGHT - , 425.252.1884 <br /> ��� � � ;__ <br /> p �� �� � uv, <br /> � � � <br /> ��- C�4L(:Ul.Al1QN .�_�_._ _ ; -, _ . I <br /> ,� . RECTANGLE �.._.,� ... <br /> ,. ; <br /> � ..__ �� � -: : <br /> _._._,_ � � � <br /> � ��_ - _ -� , � , � � � 0� <br /> ,. ' , _ ��_ �. .. __ ,.. � <br /> �.,; <br /> . , ,,._ �--,�" �:-- � ��� � <br /> ._ � � ,,,,. ,;,� <br /> W P <br /> � � _ y; _ o <br /> . <br /> _ � - ___ _ DRAWING INDEX a � M � <br /> � _ . �' <br /> SITE PLAN SWPPP 1) COVER, PRELIM. SITE LAYOUT & SWPPP � � M N <br /> 2) TARGETED STORMWATER SITE PLAN � � N N <br /> & S OI L M A N A G E M E N T P L A N W F- � � <br /> N N � w <br /> �Fsric�sna �E�H�Ersaa __., � Po{}TES Q > <br /> I -e�e�P�R�rv uwe <br /> ��:rais+r;-c,��.ar � W <br /> R`� R i. w��sE.€sEa.�ncbn�n�crar�rorwwEu� <br /> �AA.RE1£Vdd3�1: I �� +aiLCDf#LEVhTN3N _ h4afRF45MALL8EFy,�78RY7E€S ^, <br /> �---,,---• -.: <br /> �V <br /> ..'��... ���. r� .. :�. T'/PE:.$3SHAt BEi.i€.40NLVWNEA' <br /> � 6�� �F'� a I 'sENER MAJ�b CEVTH EJSCEf65 15 fEEf 6R 0.; } <br /> APFR4]VEG ��34' � Ai'PRG YLl'aY THE ENG NFfR.TPE CSi+Aif <br /> 1>TALL SC�R„ .:fk <br /> � C;z�yp�� A,�'�'� �� �-.APPRCtVECLDUPYING EEU EPNtHENEIfi-TIN IDfStYa'ERIS <br /> �a=��7 a SOIL STOCK PILE NOTE: � <br /> �,�U � � �--,�� ��W,�{��TH,��PT�ai��;4EA-� � PILES ARE TO BE COVERED W/ � Z <br /> e ��f <br /> 1 2i.rnaro owrt ti \ 3. f.€]NNE 7t�A�7 E5i`7�NU CiNi.A£"£E <br /> ���;;E��,F"�=".� �aESE��� � . �:�r � �EST������E�R «.�EKM�� �,��F�,���PEh PLASTIC SHEETING WITHIN 24 HOURS. - <br /> STRtdCiA4dTF1t41hfi.SL2�&13€MiBY ^ <br /> .,:ikil4tFlf�c�F�'tE]N _._.E��PU'_AS-MG3�3b. kPPAf]Yf�EM.`dt1F0.TllRfD��ONiAfTFTFE. � <br /> rv�KF����r�Q�Ea� 5.���aa��,a�� p�����wER�A;� CONTRACTOR TO INSTALL SILT � <br /> {SE JY•NE�:10%d 4. Sft TANUkRECR?.tt.ilYtaC+G9..WNER£Ri3dG � <br /> NL'dE 3sj � ktu O fFA3la>F�llLAT16NF�kESFt�OWNF�t <br /> 1 3'�"'�` PA'�`���,�°`E�AaE��'F`° FENCING WHERE NECESSARY ALONG <br /> '.13 h9AA GGNai.ICN$l4'dLl DllidTE WHIIH � � <br /> t 4Ati✓8RC (L'�_ED`Nf�li6G185 INSIAI?TICEBlSkFpR�pRiAiE. <br /> �"` ""`�",°"" C t,rt��,^^��«���,a�;��e��E PERIMETER IF VEGETATIVE BUFFER � <br /> �kEr�N�E-��� � �� �;:���.REE,.�4_n�����E��a�,��F ,�k<�����EE�«tx.���� $ ������.�T��,3,�a��.Pr�E�,�E� DOES NOT PROVIDE ADEQUATE W <br /> �i �3;...-_.,,.._ f'MhAEF 3L:..7N�E7EUC(4 fR.LQ�Ol1Fi"1 ?Y"rE"A„i Mt.�N55HAl_&EMkDEPERSfdlSAAlS <br /> W*'L�C�FL?SFE3lRSatF�@a.GFk1�EDlM:X6t&Bi L3FAW1N6fi12t5RS�DE-lSdLiFI's514N. O ^O �O <br /> IIIII 40 M7tdL'FDR4'f�teA t�BCFETE � . <br /> � PROTECTION. � Z <br /> HORIZONTAL SCALE ���'�A�� ��� ��� <br /> HORIZONTAL SCALE 0 � <br /> SEESt1EE7&.'W .... i `�£ESt�iEET'ai;+'.-_. $ W <br /> GAACE E�AT3Cd1 ��•. � G24GE e3ELbhTiGti ����. I . - <br /> _ "Prev View ^200 Dwgs Id �pyir�Md��c ^Prev View ^20Q Dwgs Id �` I `, <br /> - C��=��; <br /> � ���J � K5 D� s <br /> , E , , ;, , <br /> S#inft6lYSkGE:fWEft � ,t` ''UO� t ����✓/ <br /> EXISTING SOIL & VEGETATION NOTE: R ��T^-� _ �°ST����°E�"�� <br /> .oTctFh;:.. ' j ' 4"ORfi" r°'i <br /> ; w . . <br /> Y � � 6"F4'C:L.;h?.C303A � ; I '1 <br /> THE SOIL ANALYSIS FOR THIS PROJECT FOUND ° ��FS�g�k��•� � � <br /> a: �save�zea � ..��vaovec��rouau� ` o <br /> THE EXISTING SOILS TO BE `��""� {�"� ` ; W�REF�� �,/ <br /> � �'�. ..�..�"Oft6"Yif"SAN . NEWLYGRADE�OR °i �... � 1 <br /> s � . E);lSi;twu .. <br /> ALDERWOOD-EVERETT GRAVELLY SANDY LOAM. � G`N" Ey'��""" s'°E�E""� ` f`E"""` � °'sT�ReE°S'°E � i� <br /> � �}EE 3tvNE_ri�ON Y � 35"MIY ���... � Y .•�•� ..... .. .. . <br /> '"ba PAI.ti.SL6DE � - '' �F}:fliGE 0£EFfSi '� SLO � � <br /> THE VEGETATION ON THE EXISTING SITE � "�T�"�'' ��� -Fv��Tti,D„��,���5 -r;`a $''"�� ��E�E� n � FILTERFABRIC = -� 7 � �`��� J - <br /> � � � �a� c a <br /> CONSISTS OF MOSTLY THICK BRUSH WITH A � �, ;;;°;ax �'""`�'"`� � -�� <br /> ,:. , <br /> , CITY OF EVERETT MATERULL Z y ,�t O <br /> FEW TREES.. � `"� ,F.���,GF,��,ff���sP.�� � ,� , � � `° ��p9 0�' �°�s;�`'�� � � � <br /> � �Rr n,�IX CGN4YtETf� , PUBEIC Wtt[tKS OFBARTMENT . � r o F <br /> ,� -.... EQR CGtfi,R€iE HU76K Sekb4E W TYPE A} ..,.-. �� V ��: a "9C T Z � <br /> J � .,, � <br /> �N��. E�sT �� �,H,^°,�, ����J7ti _-�- � SS'� RFFS '� I EROSION & SEDIMENTATION CONTROL NOTE: � r � � <br /> � TYF'E,�B•, oa�wxcrucaere 7'!PE"D,. � TYPICALSdD€SEWEft � , c�; � � o^ �"`��F' ���'`ti� <br /> � i��ca�r_�eg cc�,r,anneasre�e a'�: {ONhfEC7i0N� 6Ct2 ;. � ��� � �,q� „�iS' F�o 'F - (n Q �- <br /> � �`s� �- � 1. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET / <br /> iVGE A:3�C.&D Y ' � U���� � � T <A � � L /� <br /> a�� � � SE`s�'--f-c, r vi <br /> GRADING QUANTITIES: r �� -� -� °.�°°� � S��� ' <br /> � Bn��iLL,wo -�"" N � o�' ��� � �< , � I CLEANING TO REMOVE ANY SEUIMENT TRACKED OFF �j W <br /> ('.OMPAC7ED <br /> CU T = 140 C.Y. +��T�� �' , "- � ��� \ TH E SI TE. = Z � <br /> �. <br /> FILL = 140 C.Y. i `°h�``"�T°�'�R�""�ER� 'o` n � ° ° � 2. THE CONTRACTOR SHALL PERFORM ROUTINE INSPECTION � cn w <br /> sr.�Honxosacc�rwn:+ruanosae ru �� � o � i� O <br /> rvaavu��nu x+�c srua.,nec aaawiwe soz � � c � <br /> 2 ,ro��b-���,,U�P�E�,���.�:� � I-�-� I � �=25�M�N � aa ��, AND MAINTENANCE OF ALL INSTALLED EROSION AND Z <br /> U , <br /> GRADING QUANTITIES ESTIMATED BASED �������� �'AY� � m ° � O U Q <br /> ��Ea�FR H��� 3 ,��Ai« ,E,��„�P��A��,o - u � � SEDIMENT CONTROL BMP S, ESPECIALLY AFTER STORMS. r w � <br /> O N C U R R E N T S I T E I N F O R M A T I O N & �"�A`�'°""'�"` a�A'���� 1 �, � z <br /> :Eas�o�n ueou�aeo �cer�r�oa.rnT � <br /> �T�,�,,,��,„n ��,�„ U,�NE�=,flH 3 � a���' . APPROPRIATE MEASURES SHALL BE TAKEN TO STOP � <br /> � ��4A�F��E�w��pF�EM��;FR , � SEDIMENTS FROM ENTERING WATERWAYS IF THE � � � � <br /> ASSUMED EXCAVATIONS NECESSARY FOR �•�b5• SECTIONA-A �5 <br /> PROPOSED IMPROVEMENTS. 4��,�M���ti�F�S=��FA�,�Y � � <br /> .n - - -- o� 12" MIN DFPTN-� <br /> 6"MM9HAUM tpA ALL OTi1EF USES. s (� <br /> FlLiER FABRIC MATERIAI 3 <br /> � �+���,�X� n � PROPOSED BMP'S FAIL. <br /> GENEftAI NC�7ES ' ++ Z O <br /> < EQUNALENT WIRE RINGS -�45c14 GAUGE tS 4" TO 8" qUARRY SPALIS � ^ O � <br /> i. >ee�€c.,torv�a rn�;case � WELOED WIRE FABRIC <br /> BUILDING HEIGHT CALCS >FE��F��,FbN������o��R�oa��� � "''P"�"^" OREQUAL � 4. BARE AND/OR DISTURBED SOILS SHALL REMAIN L <br /> ��aPA�����,�:�,��-��W� � � �a�R�°s/EG�`Ess1DAR�F UNCOVERED AND/OR UNSTABILIZED FOR NO MORE U j � N <br /> SIDE EX. ELEV. ` ,�� ����P������,�, , �;, <br /> � �����w� � F,3����v�E������,��,:$� = � T H A N 2 D A Y S F R O M O C T O B E R 1 T H R O U G H A P R I L 3 0, W a <br /> A 253.0 a �T��� y � ��GEOTFXiiLE FABRIC MUST BE <br /> B 241.4 � " <br /> C �C�.� z. ,u�a&a�uoursunPw�:niEvat,-�aE2rr r_ I r PLACED BFNEATH QUARRY SPALLS. <br /> A AE T�O 8E RE'Y91 S T E 7 Z G 6RA�E IF fN PAVEG � � O <br /> v ar�Eass aea srnNoaRn owaw:r�ccra. � i . <br /> D 256.7 A � A N D F O R N O M O R E THAN 7 DAYS FROM MAY 1 <br /> � ��wa��r�aaeTcaemnsT�ucr€c � <br /> THROUGH SEPTEMBER 30. <br /> iWITf4 Va'TE5 G2 SAiiliAi�"'T"S(SYJEEFS}_ 4 � <br /> AVG ELEV.= 1010.3'/4 =252.6' � � =�5��- 5�,�;���a�E����,�,,�G_ <br /> MAX. BLDG HT.=252.6' + 28' = 280.6' `�EA�"�n a ��.�tE��,��;aRE=�;�it��,� ' � <br /> A7 9_iH� � p <br /> ACTUAL BLDG HT.= 252.6' + 26.8 = 279.4' a�r�H�-E� �a�=n;GN N��»'�,M���,,�'�'�"�e�,M1' - <br /> �. <br /> ..: 5. iE1+r'ER�4ilST9E5TFA.GttT8E71MEfN <br /> ANAit£.i??Y�?S,tf,fAh ESitFIENE(M u' <br /> a^ <br /> �'� " � <br /> , 1:... GRACE4WLli3EMADfiN17H:.PDRt7WEG �' ':�-. ,... , . ,... �. .. ROJ.NO. DSN.BY: <br /> � F.,�,� ��� ��� �� EN D P <br /> - �#"'�p'" = 17-0802 CAB <br /> TOTAL AREA- 0.39 Ac � ��Nf � �A R0.�<���y�R1p u��NE�,�� ; c <br /> z' THE Sff W ER MPJK.EF 9'Oi.L N.t6WEJ. <br /> IMPERVIOUS AREA SUMMARY TABLE ��,-rflFFERE�.��, n �RE�.�� I I I ( I I I I � X SILT FENCE PER COE STD DWG 214 <br /> g x fQR ILILSTr7fsTlV£PVkPGSf�aJPoLY9 '� I� I I A I I I � � DATE: <br /> `�"�k�""��' 8/24/17 <br /> PGIS s NPGIS s Total s � ` <br /> Existin TBR 0 0 0 � ^ U ` Bo��gTs L� U U � ■ � ■ CLEARING LIMITS PER BMPC103 SCALE: <br /> New + Re laced 1 000 2 706 3,706 � � ELEVATION � " - ' <br /> Total Site Im ervious 1,000 2,706 3,706 �; C1TY dF EVERETT � �; 1 - 20 <br /> �Y Pusucwo�ucsoernRTrr�r �_ 5-11-2011 w 5-11-201t CONSTRUCTION ENTRANCE DRAWINGNO. <br /> NETNEW >,000 2�os 3,�os �- y _. ; ��CITY OF EVERE7T oat�: n �,��-�, CITY OF EVERETT CONSTRUCTION ENTR,4NCE oote: CALL 48 HOURS <br /> `��� ky�' -'-`� -�� s��-n�16 1�I�� PUBLIC WORKS TEMPORARY SILT FENCE � ��M��-'� PUBLIC WORKS RdCK PAD <br /> BUILDING LOT COVERAGE: 15.9% ; Q DEPARTMENT Z�4 � DEPARTMENT ZO1 BEFORE YOU DIG � 2 <br /> �� TYPI[A�51(3€SEWERiAYO€JTS 601 � CE Std D« : 0� scd ow : 1-800-424-5555 <br /> 4.`K - � <br /> OF <br />