SEC 20, TWP 28 N, RC� 5 E, WM
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<br /> � � W/ FLOATABLE MATERIAL SEPARATOR r✓�
<br /> o � �-- �-- PER COE STD DWG #413 �
<br /> � w � RIM 463.08 � �
<br /> � �-,��,����'y w o IE 457.00 12" IN E p P��1 40.o0
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<br /> � DY,E�C fLDW ,E'C!� w INFILTRATION BED � CB 11
<br /> o PE'!� PG,�vV� 40.00
<br /> Q� � � Z2OO SF X Z.5' DEEP �P �G� W/ EMERGENCY PT: 5+85.07
<br /> B o a '" � � z�.�� CB 10A � = TB 458.5� �j�C-�'' � O.F. STAND PIPE�
<br /> (7 � �B �� M�x W/ EMERGENCY � O BB 456.0� �Q�' RIM 464.08 i t �
<br /> � qt O.F. STAND PIPE U �Z IE 458.79 8" IN :
<br /> b o 6 �'4 RIM 459.78 IE 458.46 12" 0 T W
<br /> e �' �� IE 454.70 8"�IN E 462.56 --' � 465.66 / ? o
<br /> O.F. 461.33 ; ,
<br /> „ �l,pw1 IE 454.70 12 OUT SW 462.95 i ; `.a� n
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<br /> A �� ,� P NG --1► O.F. 458.50 r --�- ---k / ,
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<br /> U � � Af�APT� CC:�R �''lP�' J�j1/�'f" W� FLOATABLE MATERIAL SEPARATOR � � � 5. 8�,/� .67 �, � TREE �,� ��
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<br /> t �� ?- ,._. CLMP
<br /> � V �i o ` --�468--�� `LiCi'
<br /> � 6 � ,S� /�✓G RIM 459.41 �, l -� __! 461.99 46 46 i"� � o ; i 14 c I MAPLE
<br /> Y � � � __�_ __�________ -r-- 12 iviPL
<br /> o ° � � ^ "�`-,... ,Q�� IE 457.03 8" IN E ` - ---- . '�-------- ---- � E m ! \ CLUMP
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<br /> �59. PT: 4 06.80 ..< <' � _. sr � ,�' ( d -----_
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<br /> T'�P� L L �';� RIM 453E6STD DWG 413 ��';\��- � � 460.34 � _ . .09 __ _ I j' --r - -�. � \ \\ x � ,,�6' \ � � o
<br /> # , �45�8.82 ��.� � �. .. .. .. � � �. .. � � � �r�. � �. � � .. � � ✓ � ' � 466.85� � � �
<br /> �,L�.ST/-�,pW �, v�_ � � �_. _ 9.57___ w_ _----__ �__� ���._ ��_ ' � -�-__-�: , �".� ` � I U �:
<br /> O.F. STAND PIPE IE 450.50 8" OUT NW r� ` ,� �_.__.�.-.__ __y r _�._____�._ - .� �.�.�_.__.__._--_---.____ _____.. _..�6.� ` ' I --
<br /> PC: 3�72.47 - � _ _ � � ` -_ �� � �� � 8"MAPLE Z N '
<br /> � �3 RIM 452.94� �y"`ti`� l,��� t g9� 0: - '�` 461.86 � ; � _FL 4� �.6 �46 8 � 1 \ � �� - � � � � �,
<br /> IE 450.61 8 IN SE , � ' `o` � 460. 7� � s ; � � �� 66.0 � � o st Q o
<br /> O.F�E4k�, 61 8" OUT W � , f �� , ����:1\ � 6 . �� k � � �462.19 , � ��--���� � 463.�0 � FF . "�_ - �1 � � � 3 3
<br /> ,, s �, , � , FL 463: s4 l � �� N
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<br /> ���c., �_ �'�45 � ��, , V � , � � � � �• �� � __, I �'s, �'� �,� �� 1 � �� o Z O �
<br /> ��1,��'t�►�'�VC Y - � _ � ; , _
<br /> �, , �' � �. 5 .�� 461.31 , � _ _ 463.�37�.`� i � � O -� a,
<br /> �+ p �� 3 - - - - - --�..._ � ` . o � � � � ��_ a m 3
<br /> � �l� lc�.. � �i�l�� ��� A P��f ` �:��5. ��-��6.74 _ ( f�62•, ! 1` _ �' _ � �� � � c -__ .�
<br /> � � f '� 1`aP 456.2 461.58 � +�: � 1 I � E..
<br /> � J /- �,� �� '� / � `° ;� � \ 461 0 '' I �463.4.�y� --i � � � ' �J 5 7 4 7 1 Z5 9 0� � � � � V A \ -`n �/ --� .a
<br /> TYPE t ,N �, �+ rr;.-f� �/ `� � E1454.05 � 4 2. 463.50 ` t CD-C�T <�; � Q � 1 I � �*% 00 s" � �1 M �
<br /> �� W/ SOLID LOCKING LID 6 8 SD � f ' \ 1 � \ � � � . � ; � 463.69 � � � � � / 1 �/ � � � � �� ��� � N 3 m
<br /> PER COE STD DWG #402 ,;��� 5.08 \ I � \ 462.6 � � 1 �� �`� ? E � �\ \ \ � t I/ � � � � i �� � � "' �
<br /> ,; � �� k n ,� � � Z FF 464. 0 \ I, / � � � �
<br /> •; Cl ACA �� \ _ 46 2 FF 463.50 � � � > � � � � �to"oEC co o .a
<br /> RIM 452.70 i� `' �'� > 1
<br /> �''�� � ` 54J4 45 . OSEEF � A � ■ �--' C] � ,
<br /> CB 7C IE 449.53 8" IN E � 1 ARCHITECTURAL ` ( 62.5 � 63. 0��� � J � � , i � _�� / � �`��-_ �� w a 4 Q �
<br /> IE 449.20 12" IN NE ''` � '�. PLAN SHEET 4 2J8 m � _ _ �__.^„� r, �,� ;� _ 7 \ \ _�, �,� � _----- � � � y
<br /> W/ FLOATABLE MATERIAL SEPARATOR ;, \ �'' �'� � O � m `J � �� ��6� � � 45' ��� \� o
<br /> IE 449.20 12" OUT SW A107 FOR �s CB I � � -2 9%�'�,, �-� - •�°� � ! � �, " �' -� � %
<br /> PER COE STD DWG #413 � \ � � � IE 456.25 Z, � 463.58 � �4.50 � APLE �
<br /> RIM 448.68 F%' ' �
<br /> f 453.� ETAILS OF 454.� ` � , 46 . 8 ,� � 463.50 � i � �3� � �����'
<br /> � � 453.06 TH� q q � G] FF 463.50 63. 0'� "i �' C� a � WRA-3 WRA_2 \ � J tn =
<br /> IE 446.00 8" IN NW OBSERVATION �``� �� ��. , � � 4�4 � �� 46�0.80 J ; � � p �
<br /> .7� � 453.50 � ��s � � � �-- � � � �j � � � J m O -�
<br /> CB 7A WELL ,��`�; , ,�� R�p '� 6�G g �',� � a5 ss r � -� i :�; a , � I �' �,`_ -wR�¢---460 --� � �
<br /> W/ EMERGENCY ��� ��� s ^ �� i � � ��° � s�� F 494.50 45 � � � m 'i' � �; 4 I 4�66.00 CO RETE WALL � � � � a
<br /> O.F. STAND PIPE � ��, � ���,. �. ,�51. 3 � � �� �Q �\ �IE 453.881 � TO 458.55 4 1 59 5 � C� ' ' � i " � 1 WRA-5 m _
<br /> RIM 448.30 .} / ;451�, � � �j � ` C IE 3.78 I " FF 463.50 46 .50 6�'19 i �\ FF 464.50 ;i � \ � "WE��'PNp,. ��'�-- ' W�A-t Q � ` �
<br /> � � 4 � 453.30 � � � � ---� CONC LOC 461.5 � 46�.46 �S _� � � _ � �
<br /> IE 446.09 8' OUT W i' ��`�� `'�' � �3.20 ` � � 8 � WALL - -- �'� �"'� � " �
<br /> IE 446.09 8" OUT SE .-4 /'c�0/ �� � -1.2 �; t� FF`�454.Sb ` . �._ . __ ~ �-� ,�'� � _`� _ -------' WRA-7_ ��GE, -
<br /> O.F. 447.5 ��,r, �`�`/ �, � � � �� � . .
<br /> � � WRA-6 �i 0
<br /> „t� � � � / � 4�3.50 �` ��, � . � � - 45 .52 � � � 4 .39 S87 6'20"W 286�47 __� i// �__`---------nsz---
<br /> CB 7B f`j � � f � �45 457.85 ! - - ---- _- - - -- �, i� TOP WALL 466.00 ---/
<br /> , �
<br /> TYPE 1 5�^,8»Sp r;-` � � '� i/ ��' `� 454. �`���, _� �F5%.60�._ __--aso---__- -- - '�"" � _ �=asa-X---y � _� � --_-,- - -- --_ _ - c ,
<br /> W SOLID LOCKING LID •�$ �`�, 50•12 0 � � � � � S �X' �, .--�_X_�4s2 f �. _._. � �r uini i �c�, _as4 - V
<br /> � o ''+ 45 0 � TOP WALL 464.50
<br /> N PER COE STD DWG #402 •i 4�`�88 ` /��� � ` 20 SANITARY SEWER 6 BOARD NCEx
<br /> ��� RIM 448.22 �fO ,�f� ��49.44 S � T� \ p� • � TOP WALL 461. EASEMENT A#860317 103 WAu' TOE WALL 462.90 �
<br /> 5��� QQ1 IE 445.05 8" IN E s1 �� %- � 49.41 FF 453.5d � � �-` r/_,� TOE WALL 459.10 � o
<br /> �p\NG �g�35 IE 444.72 12" IN NE ,�� ' ,�' ' ��0� \ 453.50 � co � �; 4��"L 463.50 INFILTRATION BED � Z �
<br /> � Q �
<br /> 8�� PF�g& IE 444J2 12� ouT sw ��6,/� ;� -, '�---- 4� t ♦ ',�'�p� ��- 453, TOE WALL �460.00 1075 SF X 2.5' DEEP �,
<br /> CB 7 � �� , , �� `pG � �`-_ � I;; 4 .,� INTAKE 18 TB = 461.33 ^\ � � �
<br /> � FF 453.50 J �
<br /> � �`�- :4�3. . IE 452.60 W O � �
<br /> OBSERVATION �
<br /> �'� f,` � - D 453.50 �g g BB = 458.33
<br /> RECOE STD DWG 402 ''� / � \ �� 453.5 � 452.48 V U �
<br /> w � o
<br /> RIM 445.27 # �f�r� / 4¢� t �� , � �� 1 �� � ��. � PER OE STD DWG 413 RIA PA ATORS Y) � WELL CB 12 N OTE: �,� � N � �
<br /> � � � i # TB TOP OF BED ELEV o �-, _
<br /> IE 441.10 12" IN NE ��`}'� i�-- 443:91 ' 9•� 'h .50 O I � / � RIM 453.20 W/ TWO FLOATABLE MATERIAL SEPARATORS (EA WAY) BB = BOTTOM OF BED ELEV ? � � a
<br /> f�' '`� � '� ,�, � � " ` FF 453.50 i � � EMERGENCY SPILLWAY w �
<br /> IE 441.10 12" OUT SE ;;�� � t .. ttt=: � 1 Y � PER COE STD DWG �413 C O = C L E A N O U T W I T H R I N G A N D C O V E R � � ~ N `�
<br /> W/ OIL-WATER SEPARATOR F' - - ��, �, 1 � � GEC/CLMP � � � o
<br /> '�f %f ��� 6'��''�.\ t � ' � ' ; � 452.00 ,� �� J �E E M E R G E N C Y S P I L L W A Y ��� 2 L E T D O W N I N C U R B R I M 4 6 3.0 1 SLL = SOLID LOCKING LID � W N `
<br /> 8' ROADWAY EASEMENT ��` 0 ,% � '", , � � 4�, 2 IETDOWN IN CURB �� � Z �� �
<br /> AF#883108 ;� ;�` /�O i" `��' �: � � , � X4 �� %�P� ELEV 453.40 � 5���� DS = DOWNSPOUT r ^ � Q ,�; �
<br /> � o �
<br /> �' � � OUTFAI.L 19 �� c2C� FD = FOOTING DRAIN `� J Z � � �
<br /> CB 6 ,� � .s � . � � � �
<br /> j�� � i D� 44 . fl�: �
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<br /> TYPE 2 54" ,''' �6, i�� / � �` �� � �� ` � �, '%' /� / IE 451.89 G� ��� � w
<br /> CB �J PER COE STD DWG #405 ��,� j� ` ,� � � � �� `- /� � � �� Q,F � �
<br /> » RIM 445.58 �,� ;% � � `'. .� C� � i'� INFILTRATION BED Q N
<br /> TYPE 2 72 IE 439.96 12" IN NW ,: L 446�8 � '` \ �` 1 f
<br /> RIM 443.43 IE 435.70 48" our sw `/ � 6
<br /> � 4a �� � ,�, � o , �� ��r 1385 SF X 2.5' DEEP N
<br /> IE 435.44 48" IN NE '�� FF 446.00 � � ` � �"� TB = 452.00 �
<br /> I E 4 12" IN SE �`��4�. 'q. 44� ��a4�.5o � �� �� �� i°'�� f� y,�� B B = 449.50
<br /> I E 4 3 7.0 1 " W =�/ �:--4446� , �� � 5 `�� � ,'�' r°�`'° � I N T A K E 1 6 OBSERVATION WELL
<br /> I E 4 3 5.4 4 1 2" O U T '� �` � O
<br /> � � 4 F 4 � FF 446.00 �/ // Q tiF��` I E 4 4 9.1 9
<br /> �
<br /> OUTFALL 5A � � -�-�--�`��444����� �� D � � � . �� f� ���eaP� WFILTRATION BED
<br /> PER COE STD DWG #217 � �43.g0 / � � ' ,�ti6 r �,�-� 335 SF X 2.5' DEEP �p
<br /> IE 435.34 12" IN NE � �444.43-k 4 '' "�
<br /> � 444.b�e � �F 44.4 , 446. - � c�5�� r-' o � TB = 447.50 .L���
<br /> ' � - ° "� BB = 445.00
<br /> ,_ f� / F1 444.00 ' ; �� .6 ���� � �P � �i CB 7D
<br /> �p,L�- t �;,� � �� FL � '�� p� �, � W� TWO FLOATABLE MATERIAL SEPARATORS (EA WAY)
<br /> CB 4 � RE�� ; `4� .71 � � �'�� Q�, 4 � ` PER COE STD DWG #413
<br /> � w
<br /> TYPE t �QN � X p,l �'� ��,��' �Q� �� 446 1, ���' � + 2 54" RIM 448.82 �
<br /> PER COE STD DWG #402 , / � p
<br /> RIM 441.68 �`�42•51 � � �� •�.�'"�-''.' E COE STD DWG #405 �
<br /> IE 437.52 8• �N sw , 12� ��'�.s � � i '��'� '� � "t r'� RIM 4 .80 OUTFALL 17 Q � GRAPHIC SCALE
<br /> � ,� 42.71 '�� ��, .-' _ �-'� . IE 446.34
<br /> �. IE 437.19 12" OUT E �6>�Cl �� ��• 1 ' 12'� B � f- �`F � 20 0 10 20
<br /> � IE 441.5 12 IN SE �
<br /> 4A \ ' � \ 3 "' _ '` � IE 435J0 " OUT SW in a-
<br /> �S� 4.7 � � +,� �
<br /> �
<br /> rr�E ;o . 2.05` �'`�' „ i' D r;.-'..----�� �s. � �43.55 INTAKE 14A ,`
<br /> � RIM COE50„ DWG #402 /��, 10'N12 SD ` . ,,f` ��� ,�` ��43.27 IE 443,00 12" OUT NW 1"=20'
<br /> � � �' y .
<br /> � -- l.
<br /> � � 437.66 OUT �,� � ' �,,:���,, �- �� 20' SANITARY SEWER
<br /> �'4'T �, � .r ` �x% . EASEMENT A f�860317Q10:` 2� Z �
<br /> ��,�� .� �X ���so , � ,;��. ������, CB 13 ' - _ ��, Q W
<br /> � �'i `Zg � � c��'� TYPE 54" "'-�- � �
<br /> �` '' ;�, � � ��� PER COE STD DWG �405 � -�
<br /> ,� �'� ���� / RIM 443,76 OBSERVATION WELL 8" PVC PERFORATED PIPE `-- � .�y �
<br /> � �J' I'' � I 33.84 IE 435.44 48" IN NE W/ CAST IRON CAP � -� � �.
<br /> � INT 15B -_ �
<br /> ' IE 435.44 12" OUT NW �� �� � �'i.�������3 � � . � � � � � �
<br /> Z %i�i�%i��\ � /�//� ./i./ �/�/�\/�\�\ \/\ \ y/��% / � O
<br /> � ` �... 1 � /.�/,� /.�/�/\.��
<br /> � �� o This Record Drawing has been prenared, in part, based � �
<br /> � c � c,P +j SEE SHEET 5 `r'• on "As-Built" information provide� �;; others.Though 3" COMP.DEPTH HMA CLASS 1/2" Q
<br /> � �- � FOR DETAIL TYPI�AL CON CRETE the as-built information and this c _wing are based on 3" COMP.DEPTH HMA CLASS 1" �
<br /> / � s , the best available information, nc ;;resumption should Z
<br /> � '� P� � � � BLOCK WALL SECTI ON be made regarc�ingthe drawing's�:ccuracy. " COMP. DEPTH GRAVEL BORROW � � O
<br /> j , �, � INTAKE 15A N �
<br /> � �
<br /> � m IE 433.67 - '� SCALE: HORIZ 1" = 2' � ,�-� . S;� -)� �
<br /> �
<br /> CB 15 °-��o - �'� ,�'� VERT 1�� - 2' ned By Date TYPICAL PARKING LOT o � W Z
<br /> \� �' PER COE STD DW(� 05 �`�2�, n ���-�" �NASHED ROCK F I L T E R F A B R I C � \ DO NOT OVERCOMPACT SOILS �v�� � '\ � Permitlnspector PAVING SECTION w N
<br /> � ° RIM 441.36 � � 6 S A N D T R E A T M E N T W R A P , BENEATH INFILTRATION ZONE � � �1 G��� n � � W W a
<br /> `^ �� � � IE 434.84 12" IN SE o 21.0 Print Name &Title SCALE: HORIZ 1 = 5 z
<br /> w LAYER OR DOCUMENT VERT 1 = 5 � �
<br /> � �� IE 434.70 12" IN E \ SOIL SUITABI�ITY AT Q
<br /> X 2�\ IE 434.70 12" oU7 Sw\ EACH INFILTRATION BED. SET PIPE 6" OFF BOTTOM OF
<br /> �°� � � �
<br /> �` � THE INFILTRATION FACILITY. NOTES C'
<br /> � � 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT Z �
<br /> l�� STANDARDS PER THE WASHINGTON STATE DEPARTMENT OF ECOLOGY'S - -
<br /> � 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 0
<br /> � AS AMENDED IN 2014 (2014 SWMMWW). RECORD DRAWING � �
<br /> �� i� TYP I C A L I N FI L TR A TI 0 N S E C TI 0 N 2• FOR CATCH BASIN TYPE 1, SEE C.O.E. STD DTL 402. �
<br /> �T � 3. FOR CATCH BASIN TYPE 2 72 0 RESTRICTOR, SEE C.O.E. STD DTL 415. � �
<br /> Q � c�G \ 4. FOR CATCH BASIN TYPE 2 48"� & 54"0, SEE C.Q.E. STD DTL 405. This Record Drawing has been prepared, in pa�t, based on
<br /> z '�� � � 5. FOR UNDRGROUND DETENTION SYSTEM„ SEE C.Q.E. STD DTL 418. information gathering during construction and historicai
<br /> � � 6. INFILTRATION GALLERIES SHALL BE EXCAVATED USING "AT ARMS documents. Although the information and this drawing are
<br /> a � � SAND TREATMENT LAYER SPECIFICATIONS LENGTH" METHODS. CONSTRUCTION EQUIPMENT SHALL NOT BE DRIVEN based on the best available information, no presumption
<br /> � WITHIN THE EXCAVATION TO PROTECT INFILTRATIVE SOtLS. should be made regarding the drawing's accuracy.
<br /> ►� PERCENT PASSING 7. UNDERDRAIN PIPES BELOW DRIVING SURFACES MUST MEET PIPE
<br /> 4 95-100 MATERIAL AND COVER REQUIREMENTS.
<br /> ------ 8 70-�00 8. PROTECT THE INFILTRATION SO{L DURING CONSTRUCTION. SOLS BELOW ���; ` � �� ��I�l`i�
<br /> �s 40-90 THE INFILTRATION AREAS SHOULD NOT BE COMPACTED TO THE SAME gy Date sHEEr: �tv:
<br /> FND CONC. MON iN 30 25-75 LEVEL AS IS TYPICALLY DONE BELOW A PAVEMENT SECTION.
<br /> 1 CASE W/3" BRASS � ��� � � U�' fG l/vl 'P1/�. I � i �l�
<br /> � DISK W/PUNCH 1 00 <425 � � �.p�5 �✓`�`� `
<br /> 11-20-15 200 <2
<br /> ��p0
<br /> Q PC �pk _ OF:
<br /> ��
<br /> w
<br /> � 7
<br /> � � Co�yric�ht 2017 by Rricn R. Lindsay, B� S2'Y'VtCeS ��C. Design, map, text and data may not be used, copied or reproa�ced in any way without express written permission of E3rian R. Lindsay, B� S2Y"VlCeS .��C.
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