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i <br /> SSMH RIM=441.26 '� <br /> 1 NE 1/4, SE �/4, SEC.30, T.28N., R.SE., �.M. '__;-o � � � ;E ;o�� PVC(S)=435.19 � <br /> 10LF DISPERSAL ,\ SNOHOMISH COUNTY, WASHING�ON , ' -� ' , I � <br /> TRENCH 2OLF DISPERSAL o I <br /> C4.1 ___\ -�\ �\ TRENCH 1 �\ �--,� � � 436.3 � � <br /> l�-;_;T� �� <br /> � � --- _ � � � r+- <br /> � N 89'14'17" E 177.38' �-_� �. --4�6-._.__ � � � a ` <br /> -- �-- � � 450 <br /> ,_---� � _ _ + _ _ _ _- - - _ _ _ _ _ _ I 450 <br /> 45.02' z <br /> 1 -� i I "'o <br /> �'� \� \ � _ �B6- �--' <br /> ' � `-- _� C4.5 cB#3 � rE �2" CPP=�s.8� (ae) � i � + <br /> Q� <br /> � � \ � CONTROL STRUCTURE � o �¢ <br /> � � RM�1=445.3PL 7 (A8)",•n1r:�-=r',�-;=r ' - � Q a � <br /> �� '�� �� �� lE 12�CPP(NE)=437.26 (AB) �c '�.� ' -� � Q <br /> �� <br /> U <br /> � � � IE 8 PVC(SE)=439.25 (AB) `„ `- � 4�{1.5 � ± PROPOSED GRADE o o a, o� <br /> � " lE 12" CPP=�Ir39.27 (AB) � lf 15" CPP(S)=437.37 (AB) �,, J <br /> �12 M HDPE \ � GRAS \�� IE 15' CPP(W)=4.37.37 (AB)� �l �`�-�, Q o � C/L OF ENTRANCE �; �°� Q z <br /> » � <br /> � � <br /> / O 1.87.�[AB) �� �� O�` � �'� \\ �_- �/ � \���� - - - - - - - - - - - - - - �/�,-� -__� 8 ❑ �-� v,o + �o �W <br /> � ���o• ���o� � g Pg� � 4, ' ,�y�p�l � ~f �� � oEc. ° � Y�; � �� z� <br /> __ � \ � q55 ' �OQ � �°`- � � ��\� ,,. \ I � �� � Q .��. - <br /> __ _ - • - - �„v, <br /> __ - -- - - _ <br /> �8 ----- - _ __ _ _ _ _ Q m � . <br /> �D�6• � +0 ( \ I � n <br /> � i \ \ \ \ 50.30' 16 �ry 18 � ' \�� DEC' � I �w '' <br /> - � <br /> , � � � � <br /> � ` `` ti 0 � i -0.75� <br /> 2 <br /> , gQ 1q 12 1 13 14 � �5 � �"�� I i \� , � 3� g <br /> � ��y <br /> " .A��... . ' _ ! , <br /> �Y'� � � , �. <br /> �� s99q ��`b�P� �c�`.�� �` 1 q �� ��"�P� A�5•�� �� � '__- �- \� __4 ' � ° � � <br /> �� �� 1 60� � � p�`�' � �� / �� I ��DEC , � � � GRADE BREAK STA = 10+39.02 <br /> ELEV = 444.940 <br /> � � ��� 445 89 qB � \ � � ( � � � � � <br /> _� � � � � � � � ( � <br /> ,� �' �\ �6. 2 � �P ` � 2so530004oa�oo I i' � <br /> ___ P � � L . <br /> - _ _ _ � 446.00 . 1 s.5 / I I 4» a a C"'1 I <br /> RIM: .0 � `� �, � RIM=445.io (,ae) j . I i� �.,\ I oEc. � E"�i <br /> FU URE � � � <br /> . 440. �s � STORM TECH �E �s� CPP(N)=438.0� �,�e� � �i , � � . <br /> CB AB � lq IE 12w CPP(E)=439.26 (AB) � � 2-STORY � I 4�� � \ � �/ EX. GRADE <br /> � � <br /> I <br /> - IE - I � C L OF TRA <br /> 15 - EN NC <br /> CPP '"�1 <br /> � (SC 740) 4 (s) �8.0� (�e) �Q � % �OFFICE BLDG. DEC I a / <br /> � RIM=442.01 (AB) ^� � 4S 4 lE 24" CPP W- S � 1 <br /> s \ i , 85.49'x40.10'x3' 4 � �-�726 �AB�'-` _ -,� � ' � � � <br /> W � <br /> IE 12 CPP(NE) 440.11 (AB) , C �0 �o �� � � qB _ - 6 5,�2 S.F. � � I <br /> IE 6' PVC(S)440.�.5 (AB)� � � � �8q6� �� � 44S � q � � � F=44 .00 ) � � o I a <br /> 2 1 �i '� � --�--- ♦ q6 I � <br /> / N \ i �6 445.12 AB) �` � � , DEc' � 4' 2.�' I <br /> � � `, � � � � i I W W 440 440 <br /> C4.0 ' �1 I /� <br /> � � I � �5 2� I/ � ( �i 3 .1' ^'1 <br /> --_ �•,�� 5 P � P�� � 4 �� 8»� HDPE � 0.590 � AS � � a <br /> o t�6� &45�° � � � / � MIN. (FOR FUTURE � � o � I /� <br /> o � ' � � i ` 1 I � I ROOF DRAIN � Z �j'1 <br /> `o�' �\ � �\ ��6 p PB 6.,�� P81 / �,,�f/� �S•4g qe `P \ � I ( I CONNECTION) � I 4�, '�1 �✓ �� �o <br /> W g.2 � � �� ,�rA�Jv \ �h0 \ � I I ��� � � DEC. ° � �� v�v-� <br /> 1 \ ` � � I � o�- o�- <br /> � � �A6 \ �?9.qB � I 4 \� -4�:-4� � � I � � \ �, � � ' � 4„ � _ � <br /> �lw_ ^U �U <br /> `r � '�6����� q � � � l�p� 4S�S4 445.40(AB) � � � � � � 2 � � DEC. ° a O �� �m <br /> � � °.�J 8 �- I � i �ss6 �5�pp qg � . �, cB#z C 4.1 I FouNo � ; <br /> z � � � \ , �'4 9� q�4 5• � o � I ', I M W S F I L T E R � I � B RASS <br /> � �,�-. I 1 q` .�� � I � � ` � I � -Rhbl'--#4�k'9�' RIM= .09 (AB) � ' � LS N0. HIGH PT STA: 1 +62.51 <br /> � � 1 � 2 5 � � W � ' . . l f Z� C ($)- 2. ) / �\ 4» _ �'� � H I G H P T E L E V.• 4 5.3 5 <br /> � � � � � 24 � 0 1 �-- , , �2• �pp _,� .��� � / J DEC. Q a PVI STA:10+5 .04 <br /> �' � � � I � i . 1 q � � � / Y� � P V I E L E V.�4 4 .4 2 <br /> � � / � � � K:6.66 <br /> �` � '� � I � �� ^ � �� i � /� / � �\ 4„ I VC:25.00 <br /> � � ♦ � \ 2 �' � �D E C. . <br /> '� � 26 I I 23 \� � � 45.26 AB) i � �� �� � �� a "'�i <br /> � � � � , l HP I -� / // I 4 � EX. SiDE SEWER � <br /> � � ( � �I ' � � I <br /> � 6 ( I i � h�,� � � g � \ � /� ( DEC. �� 4 7. ' � , <br /> � � i � � p.8� I �°` � � �g P �, i � - <br /> � �� � � � � 27 � � ��45.49 � 22 � � ��� ��� � 16 ° � <br /> � I I � I 44j I \ � �_ - _.___ 43 .5' � CH -, 4 4.1' [_ , I <br /> I '��� 62 t 1�. � . �.�'�_ a �1 <br /> � � � ` � ' � � �f � � o� � IXTEND / MOVE o <br /> 1 I � s t�,� r � 5 \ \ � �6 441.6' � <br /> �� 5 ( 1 O� � i q.4 5 3 ,` '.� �� ���� �$ P g�3 9.2' _ 4 4 0.6' �� I � J�,-�o. �'�l ' I A B EX. BLOCK W A L L � � o <br /> P � - - -�45• - - - - >-==-� - � - ��o � � � �, q.,05 � <br /> � �� ���� �� � 1 gg �� 21 2� � - � � o -o �� '�, .a , 4 � x � <br /> , � � 3% � �� � � \ /� � 2% � --'� �c�`�O� ��,Ts � o 0 0 / a �,Q <br /> ��.' �� �� 430 <br /> � 2% I 30' lANDSCAPE WALL (TYP.) 1 �\ �i � �Qs /,� .o � J <br /> 1 �� 4 I i � c�#1,TYPE� � ��� o 00 0 ��� �� ;,� ;� a � � 4 J�0 <br /> � � 1 1 �}"`�� � `� i ; l a� co o � N <br /> \ \ 20 'ic�=r"to:s � � �� � -��� � � o� �i <br /> � ` \ \ \ �9 �� R/M: 444.97 (AB) _ i - __ � ASPHAt T-'� �449r,36 D � � � � ���... <br /> � /___ y_ _ <br /> _ -- _ __ ___ _ <br /> 1 � i � IE J2' CPP(N)=442.84 (AB} 1 � _ -�-- N � •___ -_ � -� �AB) _ q I TU _ � <br /> � 1 � � \ �p� i � i� � a SSMH R�M=444.24 <br /> 3 <br /> � � \ � \ � `�\ ��� y�".� ` � 0.75q i 1+00 � �� � � IE 10" PVC(N)=433.74 <br /> � � ` ��� 30 �-�--- 'r °� �' ~ ^ �� ---� ��� ' � � I 11+28.27 11+00 10+50 10+00 9+75 <br /> � ^ IE i0" PVC(S)=433.84 <br /> \ � ' i � <br /> 0.2'(S) OF PROP. COR. �1 ' 1 �� � Ay� � � '^ 2�bf // '�� ����� P.8> 2% /�� � / � ,��• � ' �4�6 Ag IE 8" PVC(SW�=433.84 � <br /> FOUND REBAR W/CAP � ( � 44g,29 �8.43 .09(�� o � � g �'NTRANC�'PR <br /> STAMPED "WEST 3044" 1 44g S3 � 2 �� 44�)g AB � ��o���p �� � /� � � /� Q NORIZ. SCALE: 1" 0 � �� �� � � <br /> Q� ��`� � � � VERT. SCALE: 1"_ <br /> �� 443. � \ 441. ' 8�3�A �� �� BLOCK 6;;��� � ��o�'d � N 89']4'�7" E 177. 8' WOOD FENCE � This Record Dradving has been prepared, in part, based <br /> To 3 on "As-Built" information rovided b others.Thou h <br /> 4� 447.5' � 4 , � �-��F' g� YD OC�A FOR IRRIGATION SERVICE � EX. WM FOR IRRIGATION the as-built information apd this dr wing are bas d on <br /> �/ �R�`�ps4 R1M: 442.5 EX. 4' BLOC WALL PER COE DETAIL 520 � IX the best availahlQ informGtion, no presumption should <br /> START 6" RBORVITAE ROW � � 48�5� AB � � IE.• 440.5 FOUND REBAR W/CAP � FH be made regarding the drawing's accuracy. <br /> EXTRUDED CURB �_--- _,__ � � �g A� _ PROPOSED PAVING I STAMPED "MGA" Q �UTUREBBUILD�G I � � y <br /> �48-�' CONNECT 6" SD TO EX. � \ +-a <br /> �S � . <br /> i .36 qg /;, � / �� ; � � - 48• _ _ FOOTING DRAIN FOR EX. 7 I i ���-��,� <br /> � T/ �7�B���o�N� � o.5q M�N. T/T/7T/T/�TT/�T/T/�T/T/ . /� , S�g�ed BY Date <br /> 444.4' � ONCRETE C� �� �P0 �? �\I I <br /> i / ��q�� � 6,`I- BLOCK WALL (TBR� a PROPOSED RE7AINING WALL � <br /> � a \ > Permit Inspecfor <br /> � � -y � Print Name F�Title <br /> � BLO�K WALL (TBR) SrART 6" � � / / ' i a S SSMH RIM=445.46 I <br /> � � EXTRUDED � / IE 10 PVC N =435.19 <br /> � � � � CURB Q / � i a lE 10" PVC(S)=435.29 � <br /> 1 I �� � � � <br /> I � <br /> I CONCRETE CURB (►BR) <br /> � � � � /� � a � <br /> w� � �°� /� � I � <br /> zl 1 / � a� / � � . <br /> � � �� co�uMN /j <br /> I <br /> � I I /� � � � � i SCALE: l�� = l�� <br /> � a � � 45' <br /> � I I �� � ° � I <br /> � I ( � �� � 10 5 0 10 20 � <br /> � I � � CB RIM=448.19 � <br /> �, I � i IE 12" CPP(W)=445.59 I/ BUILDING ( I <br /> I � IE 12" RCP(S)=445.46 I/ � <br /> �I I � �� IE 6" PVC(E)=445.84 � �a f #12728 / I <br /> � � � I I a � I I <br /> 444.8 I � <br /> '4.8' � � I I � I <br /> �8•3 � �I � COLUMN i � I <br /> t a � I <br /> - t� -R � � . <br /> � <-----' � / / I <br /> � � NOTEs.� <br /> / L/S � a � / I 1. ALL CATCH BASINS ARE TYPE 1 UNLESS OTHERWISE NOTED. <br /> � � PIPE DIA. � I INSI6HT ENGINEER{N6 CO. <br /> ___ �� Q 2. EXISTIN� SIDE SEWER TO BE LOCATED AND RETAINED FOR <br /> - � i � FUTURE BUILDING. P.O. BOX - 147H <br /> -- -- ' i a / �'_�" �'_p" � <br /> MIN. MIN. <br /> 20�X ///���� EVERETT, WA 98206 <br /> � �/\�/ a a a � �, �/�� (425) 303-9363 (425) 303-9362 FAX <br /> � \\,\�� /� i�/,�� ����������/,\�j,\�i\�i; _ _ <br /> \\///\///// , . , /\\/\\ INFO@INSIGHTENGINEERING.NET <br /> • o o /�\� -- -- �- -- - SITE ADDRESS: 12704 BOTNELL-EVERETT HW <br /> � 12"M1N a � _ . _ EVERETT, WA 98208 <br /> 36'MAX. .__._ _ <br /> a <br /> �, CLEAN (< 5q FtNES) TAX ACCOUNT N0.'S: 28053000400200 <br /> Knowwhat�s below. ; ,. .-�. . . . . . ., : a 3/4"-1 1/2"WASHED ROCK) REV. N0. DESCRIPTION INITIALS DATE <br /> Call before you dig. 2" COMPACTED DEPTN CLASS B o 6" PERFORATED PIPE � <br /> ,asPHA�r ,��' o� WAsr�r�y NE 1/4, SE 1/4, SEC.30, T.28N.,R.SE., W.M. <br /> UTILITYCONFLICTNOTL'.' 4" COMPACTED DEPTH CR. W/ HOLES UP. � ' I� <br /> CAUTION.' SURFACE TOP COURSE Q �4� �l.c� <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, 6" COMPACTED DEPTN GRAVEL BORROW a a , '� � �9 B.I.G. PARKING EXPANSION <br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WNETHER SHOWN ON TNESE `� <br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL 6"MIN� FILTER � ' OWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: <br /> AND VERTfCAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SNALL 1 7'YPICAL PA VING S�'CTION FABRIC 36499 q w <br /> INCLUDE CALLING UTILITY LOCATE � 1-800-424-5555 POTHOLIN6 ALL OF TNE �� GI s T���ti� 150712-AB.DWG JRC 08-15-2017 1"=10' 1 S-O�I Z <br /> EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY C4.O N.T.S. (CITY OF EVERETT STD. 3-5.2) 2 INT�'RC�'PTORDRAINS�'CTION SSI�NAL �� SHEET <br /> V E R I F Y W H E T N E R O R N O T C O N F L I C T S E X I S T. L O C A T I O N S O F S A I D t J T�L/T I E S A SA S-B U I L T <br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC C4.O N.T.S. <br /> INFORMATION AND ARE SUBJECT TO VARlATION. IF CONFLlCTS SHOULD OCCUR, 03/05/2020 DRAINAGE AND UTILTIY PLAN C�.O <br /> THE CONTRACTOR SHALL CONSUL T W I T H I N S I G H T E N G I N E E R/N� C O M P A N Y T O <br /> RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITN CONSTRUCTION. <br />