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NE 1/4, SE 1/4, SEC.30, T.28N., R.SE., W.M. � <br /> SNOHOMISH COUNTY, WASHINGTON i i , SSMN R,M-44,.26 ' � <br /> � � � <br /> � I I,o I � IE 10 PVC N =435.29 °; <br /> � i /o i IE 1 D" PVC(S)=435.19 w <br /> _ � �� �-- -��i � �436.3' � � <br /> � � <br /> � � �� I <br /> l � � N 89'14'17" E 177.38' \�-_�� -----4�6-___ \� I � I � o <br /> \ � <br /> ��--� � - 436 `' I o <br /> J�� �\,,.,� . .�� � �` �� _�� 437 � -- - - _ - 45.02� - - _ z <br /> �' � � � I I <br /> �� � 439 � 438 � <br /> 439� �\ �e .�,..� d <br /> � //'' \ \ � .,� 440 � . <br /> ��� 0 � - _ <br /> � ,� _ � � 441 � <br /> � � � ,�, ,-_, �1.5 I <br /> /�\ ��� � \ \ 442 � � ', _\ <br /> �q2 �, � GR � O� � 443 � � ;` � �� _R,. � _... ,� � �� ._.�.�...,, .M-- \ 8� � �.� I <br /> .� .�co. ��. � ��� � �_� ' , � ',- � E <br /> - -- �� �` �` � _ .- _ - 445 _ 59 <br /> � - - �a-- -- -- - _ � - - _ __ -- 45• _ . 445 - _- - "�- --J- _ g� _ _� __ �_ -'�' - - -- � Q � <br /> - -- - - - -- - -- � <br /> ���k6• � P�_...ss�. �.,._��..�. � ----- ___ � � ¢ � <br /> \ € ��, �.,mK.,,��, .,:_�x.,w ��.,�.,���._��. .�.,.._� ,��.�.� � <br /> � �� � �� �� - �.a � � � � � � <br /> � � � -�� � � t � . <br /> \ �� � <br /> � 4 <br /> �\ # ��P � � <br /> � �5� ]q \ � `� ; -�: t� � <br /> 1 'G�g. - <br /> � <br /> s � � I SCALE: 1 10 <br /> . � _ <br /> 99,9 ��P `.b4' � 1 q � P0 �J� i� ��� � �� i'� � ca ,;Q I <br /> � � � a , q <br /> � � 446 Ag6, p�5 t�`� � \ :,,. p�''� �' / �. _ _ �l � I <br /> � ,�°� ;��l� 44S 89� B � \\ \� ��`� � � �/ \\� � \� ~ 10 5 0 10 20 <br /> � �. � � � � <br /> .��;.� eP` � 2 P 0 � � 8.s�' ��''� � � C � � <br /> � \ <br /> _ �6� `�P 3 C�'I <br /> �'` . _ ; � [� \ � � `� \ 28053000400200 � � ` � \ � 4»\ a a � <br /> - � ���_�a��,��.m.._.�� � 4p.,,�� ' � \ � � I � \ � ° �y <br /> � �mnm�.�. \ .,�.d.�,. � _.�...,���,�,a._.�_.�.� , \ ` � EC. � <br /> � --� <br /> � � �s`� �\ � � � �i�`. �� ��� <br /> F�T�fZ � � � ''�.i <br /> � � i <br /> � � Iq � `� ` 2-STORY � i 4�, a � <br /> I � � � 4 �� � �� � � �OFFIC BLD . � I o�c. � a �T� � <br /> E � 4S _ s i � � ^�-11 <br /> i s � i � \\o �� \ 4�,qe � .�..,.A `�6 � � I � 5,632 S.F. o Q <br /> � � � <br /> 8 <br /> i� ! 1 \ � 'q6� � -�..._. - -� ,.A._.� �9 � l �FF=446.00 (t) � <br /> � � �� � � \19' N `�4 j�6 qe �-•-��a,. AB / % �\ ' � 4�� � 4� 2 7' I <br /> � � � ` -�y � 445.12 � / I I � � � , � DEc. � <br /> j � ; � � i �AQ - � � � � �, � i � 3 � ONSITE STORMWATER MANAGEMENT.• , <br /> � � � . �1 � �� � 9� ,�' � � � ��5�� � � � cR,as � � a � I BMP T5.13 POST-CONSTR UCTION SOIL UALITY AND <br /> _ __o � v � �\ ��6 Z� P�1 � r a�,��,_. � . :� � ��09 Pe1 � � � ,� � i � o � i Q DEPTH. <br /> o � � � s .�� � � � `6t4s � \ � � � ( � \ 1 � z �1 SOIt RETENTION: THE DUFF LAYER AND NATIVE TOPSOIL SNOULD BE RETAWED IN AN UNDISTURBED <br /> � 6 9 � �\ �t�620`�� 613 P8� �/ �\4g qe o�,P ` \ �\ � � I � i � � 4» <br /> � I� / STATE TO lHE MAXIMUM EXTENT PRACTlCABLE IN ANY AREAS REQUIRING GRADING REMOVED AND <br /> �, \ ���_s�.��,�a..�,�,..�,�,.�._,��.�,. �..�._md�.� 4 �' , �\ E o <br /> � � � D C. STOCKPILE THE DUFF LATER AND TOPSOIL ON S11'E IN A DESIGNATED, CONTROLLED AREA, NOT <br /> ;� � ; 1 \ � ��' ��`� ����` "��-� -~a--�--�°�-������- ,�.�...��„a_� ' � '�' �� ! � �� � � I ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF <br /> �r, J � A� \��� �O�.�i'F4p� ?g � ��' 1 I � � � � _ _ THE SITE WHERE FEASlBLE. <br /> "' � � ���� � 6� � � '`� � � 44 � �¢.¢�'q"� � � � � 4�. � - - <br /> •`r � �') � Q ���y�'� S s4 '�•�(�) � � � I � � � � DEC. ° d O SOIL QUALITY: ALL AREAS SUBJECT t0 CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY <br /> o ' � I ' '�9J �y � ` �6� T' �S�AB '�e � � \ �� _�_��� � � FOUND CASED CONC. MON. W/2" <br /> z � � � \ (,qp �5. � � � � � B IMPERVIOUS SURFACE, INCORPORATED lNTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL <br /> � � � / ' �1 I � \ I ' ! ' � BRASS DISK STAMPED "TRI-COUN1Y OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: <br /> � � a- / I �� I / \\ \ � I � � � 4„ �� � LS N0. 14490". APRIL 2014. <br /> � � I � .�L E� = r!\ 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN <br /> � � I : � � � �I I �� � �q �\ '1 // �� a a a W PLANTING BEDS, AND 59 ORGANIC MAITER CONTENT (BASED ON A LOSS ON-IGNIT(ON TEST) tN <br /> � � / � � � �$ J � , / � � � � �^ URF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE ORIGINAL UNDISTURBED <br /> � ` , � � � � `+1 SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE <br /> ' ' ♦ I \ ' � , � \ DEC. ° � � ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. <br /> � I � � I '� � � �� � � �/ / S U B S O I L S B E L O W T H E T O P S O I L L A Y E R S H O U L D B E S C A R I F I E D A T L E A S T 4 I N C H E S W I T H S O M E <br /> � I � �\ '� 45.26 AB) � �� ��� � �\ a � WCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. <br /> ' � I � � ` � HP � �� / � � a EX. SIDE SEWER <br /> ' � � I � � __ �� � � 4° � 2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL <br /> � I �� �� � <br /> � ��� � �� h� �� I gl � � � � DEC. �� 4 � � � I 3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: <br /> �a �`_� i <br /> I � � <br /> 1� � � � II �5•°�9 PSl I � �\� � �`�� P i�/ 6" A. THE ORGANIC CONTENT FOR 'PRE-APPROVED" AMENDMENT RATES CAN BE MET ONLY USING <br /> � ?^ '� I � 44) � � I � \ � _--___�� 438.5' # ¢ q �� a � � COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220. THIS <br /> ; � �0.a'� I � I 9�tj6��62 � � �q, �� ( .�_ a � CODE IS AVAILABLE ONUNE AT: http://www.ecy.wa.qovLpro�am/swfa/facilities/350.html. <br /> ' � � � '46 � � � � e ,,-� � COMPOST USED IN BIORETENTION AREAS SNOULD 8E STABLE, MATURE AND DERIVED FROM YARD <br /> � ` � 1 �Aj � � �5 � � � �j6 P l 441,6' � � ,,,-�i o� � EXiEND MOVE � DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC <br /> � 1 O � 445' ���� g�F39.2' 440.6' ` � 70� �"•' 1 I EX. BLOCK WALL <br /> � 1 Pg� p � 1 � !�� � ��S P � _____ � . �o c� � �� � 4 p5 AB � SOIL AMENDMENT SPECIFICATIONS. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN <br /> 8 � 1 I 2% \ �- ��k -��---- --- -�- � � � �`, Q �� . 4 � BIO-AVAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND <br /> � �� I � -' � � � � o o,a��--�c�`�O-'o�' 'o o THEREFORE ARE NOT ALLOWED IN B10RETENTION AREAS DUE TO THE POSSIBILIIY OF EXPORTIN6 � <br /> ! � � 3% � � � \� // 12q � � �� '� / ���o o% � a BIO-AI/AILABLE PHOSPHORUS IN E�FLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER <br /> � � 2q I 30' LANDSCAPE WALL (TYP.) � \\�i / � ' ��, /r' •o / � CONTENT OF 35q TO 65q, AND CARBON TO NITROGEN RATION BELOW 25:1. THE CAR80N TO <br /> I ' � - � � � '�'a Q .o oa o � � / NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTING COMPOSED ENTIRELY OF PLANTS <br /> f� � � � � ` � / p `� p�� � l � a I NATIVE TO THE PUGET SOUND LOWlANDS REGION. <br /> � � � I I � � h � �� � � <br /> $ , � � I I /� � �`. ' i� ,'4�¢,�:� B. CALCUTATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS <br /> � ` � � � � � ;�.„ _ ��, ASPHA�f,T� �36�� � D DEFINED ABOVE; OR ORGANIC MATER�ALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO <br /> = 1 � \ � �,; ------- � __ N _ _ . -�- �-- - -_.- t- � U� <br /> - ---- REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. <br /> - _.- <br /> � I \ � � / � / ,, � / � -- _ I I <br /> , � � 1.,�...�� � � i i o+oo <br /> 3 � � ' � / � � a SSMN RlM=444.24 <br /> y � � � � � �'hl ___ � OJSq 11+00 � '`�; i � <br /> � � I � \ � � ��$ `/\�-------,� .h. /� --g.`�y`-,__ �i �� •,.` �i � Q' IE 10" PVC(N)=433J4 <br /> t � �� �F � �� ��, � ^h IE 10" PVC(S)=433.84 <br /> � � <br /> OF PROP. COR. � � � ( \� \\ I �-y� � � >.� � /��� ��5 Gt1 Pgl 2q /, � � t�. , � � 4��6 AB IE 8" PVC(SW�=433.84 i SOIL TYPE <br /> REBAR W/CAP �I I ( � 4 �\ 44g 29 A 4l,8�� 46 Og AB) oo � � � g ALDERWOOD SOILS <br /> � "WEST 3044" 448�3 \ � 4�J9 � ��D�•10 i � � � ; i � � <br /> ��`l,• 444 i � �� <br /> Q. � �;._ ��__ <br /> � 443. ' 441. ' 8'37 A �� �� BLOCK W'rL� � ��0�'� � WDOD FENCE �s � <br /> T�p N 89'14'17" E 177.38' � <br /> 447.5' � 4 �LOF•' �R � I a EX. WM FOR IRRIGATION GRAI�ING QUANTITI�'S.� <br /> � �gA�BSp = EX. 4' BLOCK WALL I IX � I CUT: 2,200 Cu.Yds. <br /> RBORVlTAE ROW � �48�5 j A B 5,&�� �� � F O U N D R E B A R W/C A P � F H � FILL: 800 Cu.Yds. <br /> �---- -___ � �� <br /> \� �$�-3� SrAMPED "MGA" � <br /> � ,3g AB � �O - 48.49 A� - - - � a (GRADlNG QUANTITIES WERE CALCULATED USING THE LAND <br /> T/��/T/T�T/ / �T/T/�T/T/��T/�T/T/�TT/ DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT <br /> 444. ' � ONCREfE C � P� Q � � I <br /> \I ACCDUNT FOR SOIL SWELLING AND SHRINKAGE.) <br /> � � // Q��� ``�^ �`�- BLOCK WALL (TBR) a PROPOSED RETAIN/NG WALL I d � <br /> � �' � <br /> � / �` � v I <br /> � BLO�K WALL (TBR� � ° � � I <br /> I / / I a S SSMH RIM=445.46 <br /> �� / IE ]0 PVC(N =435.19 I <br /> / � � / � �/ � i a lE 10" PVC(S)=435.29 . <br /> � ' � / <br /> � I / CONCRETE CURB (TBR� a I <br /> � � � I a � <br /> I / � <br /> �,I � �&°� �/ � � I <br /> zl � / � a�j / � <br /> � � �� COLUMN � I �����D D �� � � <br /> � � � �� � '/ � � This Record Drawing has been prepared, in part, based <br /> � � � Q � on "As-Built" information provided by others.Though <br /> � I I �� ° � the as-built information and this drawing are based on <br /> � � � the best available information, no presumption should <br /> � I I � CB R1M=448.19 be made re ar 'ng the drawing's accuracy. <br /> 11 I I i IE 12" CPP(W)=445.59 � \ . ` - <br /> "-� - <br /> � I I I �E 12" RCP(S)=445.46 � a - �" `�y�m ��3 a � Si ned B �� <br /> I I lE 6" PVC(E)=445.84 a � 9 � g y ` <br /> i � � I I <br /> � ¢ ��.� _._ .�.,� .� ..� � ❑ � � <br /> 444.8� I � I I a + � _:_: � a .` ; � _ � ' 3 " ' � Permit inspector <br /> I � �� � � � � . • » • (�, � x � Print Name &Title <br /> � COLUMN � ��� `-' _ °,`: a � <br /> I � � '/ � �� � " 0 � <br /> INSI6HT ENGINEERING CO. <br /> � R � . . �� � � � � <br /> : ;, . <br /> i <_----' � /, ` � P.O. BOX - 1478 <br /> � � S � ° ;� • • x x � -{. � � � EVERETT, WA 98206 <br /> �,�o�� � j 4 r� , , VALL�Y �� � W <br /> � f ; � �, (425) 303-9363 (425) 303-9362 FAX <br /> - -- � � ' � I% -=1 ��` 1 � = 9 � __ _ _ __ INFO@INSIGHTENGINEERING.NET <br /> , � <br /> 6 <br /> , _ : ! � <br /> , , ' � � O - SITE ADDRESS: 12704 BOTHELL-EVERETT HW <br /> � ° � ,., � � � � � EVERETT WA 98208 <br /> ` _ _- _ - _ __ _ _ --- . <br /> + � .. r� <br /> � * " � TAX ACCOUNT N0.'S: 28053000400200 <br /> -��-� .� . � � • <br /> REV. N0. DESCRIPTION INITIALS DATE <br /> Know what's 1J@�OW. ' �-� .-�-- � � p� � <br /> C811 before you dig. , _ +: �. <br /> UTILITY CONFLICT NOTT.� ' ' �� � � R• � � <br /> CAUTION.� � - � �„�_ ;y ♦ ___� �, _ ' �,�°� w�s�r�`9,� NE 1/4, SE 1/4, SEC.30, T.28N.,R.SE., W.M, <br /> _ - - -- <br /> THE CONTRACTOR SHALL BE RESPONSIELE FOR VERIFYING 7HE LOCATION, � `-'�► ,h`"� • � 1}+�{?0 r � � �� � � B.I G. PARKING EXPANSION <br /> DIMENSION, AND DEPTH OF ALL EXISTIrJG UTILITIES wHETHER SHOWN ON THESE � � �' - � <br /> PLANS OR NOT, BY POTHOLING THE UIILITIES AND SURVEYING THE HORIZONTAL � ° I <br /> ��...�Y�,n.� DWG F2ENAME DESIGNED BY.• DATE: SCALE: JOB NO.: <br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL � -- ; I i< � ,, ,� „� <br /> INCLUDE CALLING UTILITY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE � ��� a I �, � 3649 4, � 150712-AB.DWG JRC OS-15-2017 1"=10' 1 J-���2 <br /> EXISTING UTILITIES AT LOCATIONS OF NEW UTfL11Y CROSSINGS TO PNYSICALLY �"'�� �� -�Ti�Ti��i�rrri�rrr�rrrirrrrii-rrri�rrrii-rr� � �SSI�NAL �G� S H E E T <br /> VERIFY WHETHER OR NOT CONFLICTS EXIST, LOCATIONS OF SAID UTILITIES AS AS-BUILT <br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC 1 PAVING PLAN <br /> INFORMATION AND ARE SUBJECT TO UARIATION. IF CONFLICTS SHOULD OCCUR, SCALE: 1"=30' 0.3�OJ`�2020 GRADING PLAN C3.D ` <br /> THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO C3.O <br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />