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I ' � �_� � I � h� R M s486�RATE G R A D I N G A N D STO R M D R A I N A G E P L A N AREA D`R�AI� �N 3TRUCTURE TABLE <br /> � � ,� �- - - <br /> �� ��n� ��s CB #16, TYPE B, <br /> �'`° ; � � I � 12" CONC I.E. N=482.87' <br /> RIM = 475.75 w/ STANDARD GRATE <br /> ` � " ;,�� 12" CONCI.E. S=482.67' � <br /> � .; ,� � "���"i; 8° D.I. LE. W=483.17' ��i���:�?� ��:�I�:�i��� � 1. PRECAST CONCREfE INLEf PER CITY IE=473.25 (6" E) RIM = �69-8�469.68 <br /> OF EVERETT STANDARD DEfAIL 401 IE- " 64.96 (18 N� <br /> (�s � -�... [9�'�� � <br /> , �� �� �,����.�������.���������� cB #i, nPE 2, 4a"-oia,. iE=�s�s-�� �i2" �4s5.o3 <br /> 2. 1`fPE A CATCH BASINS PER CITY OF w/ STANDARD GRATE �E_� 18" S 464.92 <br /> ; ; � �3 -�;.. ��,�°�^ ---��� A PORTION OF THE NW1/4, NE1/4, SE1/4, AND SW1/4, OF THE SE1/4 OF SEC. 3, TWP. 28 N., RGE 4 EAST, W. M. 1�=40� EVEREff STANDARD DEl'AIL 402. RIM = �3r��435.�s <br /> � � � � � :�; : IE=4�4�9� (24" W)42.3.93 CB #17, TYPE A, <br /> �a ; z �, �z�`���; � � ����, CITY OF EVERETT, SNOHOMISH COUNTY, STATE OF WASHINGTON 3. nPE B cA-rcH eAsiNs PER cirr iE=�:s� (z4" N)423s3 W� sTANOARo cRaTE <br /> i � � :. � ' 0 20 40 80 OF EVERETT STANDARD DETAIL 403. CB 2, TYPE 2, 48 -DIA. �� <br /> � ' � ' `` � RECORD DRA W/NG �� <br /> RIM = �:99-469.87 <br /> ���, � � � �� ��'. � ���- 4. TYPE 2 CATCH BASINS PER CITY <br /> � , �` ; � �, ' e # IE=�� (12 N)465.39 <br /> �. � � �v �-,�. <br /> CB STD GRATE f - -.� ' OF EVERETT STANDARD DETAIL 404 IE=�4fr5�5- (12 W)465.34 <br /> ; .�,� `�' w SOLID LOCKING LID ^ <br /> � {-�� ,�;�.;� � • RIM =,4:35��-435.64 IE= 65.31 (l8 S) <br /> RIM=486.43 , � � �, _ �,_.� , ., ,•: � ,✓ <br /> ' �� � �,Il 1> i✓{d:._'l 1...'t�. ,..:� i�}�?�°! <br /> 8" D.I. I.E. ' ��' � -- � � ��a ,"� <br /> IE=4�-8& (24" W)427.82 <br /> , ! _ ' �' � � vl` � � :;; �'�C�;����`�.._�;--__._ ���°' TE� ��� �-� � IE=-�-�- (8" S) 432.13 <br /> W=484 13 ' � _ � - _-� ��� CB #18, TYPE A <br /> : <br /> ' ' ; " �' ' l � �;� � _ �� �i C' GE��.7E � � = 24" ' <br /> ��- � � M �I �� � -� � _ �c��,�[ 7; �[�y 7 �g� ,k , � � , , �6� ( E)42 . w� STANDARD GRATE <br /> �-- <br /> E°6-i � �s d ..i;;. ��""� �-����°'_ � ,..3 ' `t � a.l.,r�e€I�€ Z'�. ���, �iL; �.{tv i.� t1'Fk'"��"'YYj i . ._. � 1 I I I <br /> �s� <br /> �- � `a � ��h`�� ��t���-� _ <br /> [�,: � `;" �; � �� J �`�..�. _-�____---� J ,,� � �;E� �'�`X1,� ��:���� �, l��'� '`� ����-41�I,����� � 1 :--� PEDESTRIAP CB 2A, IN RIM . 6 . <br /> <� <br /> a <br /> �e_ Ti-[_ ����}� ,� .�,�... / TEL, �I��,� , ` ' � fr �,.��- ACCESS G� # IE=�4 )465.63 <br /> LET, <br /> � � � � ""- IE=4fi6-3-'4- (1 Z" S)465.66 <br /> � , k � � � ���i�t� 'a,�J'�� � !�� � �. � t=--�1�;,7° � ; �1 C,.,,€�. w/ STANDARD GRATE <br /> < <br /> � f. � �� ', " �� �� �t� r � �� p <br /> "' , ; � � ' BW=471 JO � V; - - - - \�� p� "� � � 30 LF RIM = ,435-68-- <br /> , <br /> ; \ � <br /> ; . . � � 5.22 <br /> '���i 5����j:� --�� � � , ;�: ,, TW=472.68 I - _ _ _ ,_'_: CB 9540 TYPE 1 !�#.��-'_--------- , --`-W" _�._.�...__��.� TW=431.10 �, f__..�EL 54 p 2.777% ' ------- ---- �-� E=�-3f�(8�� N)432.17 A. <br /> ```� ' � __ ' �� �=0.98 � BW-445.50 BW=441.40 BW 432.50 R/M=431.78 � _,;.�_,,.., BW=426.73 ���.._,. �� LF 12 CPEP SD � � -------------- --��---�.�����.r--�_._W���__ __ . _.� ��s w STA� TY <br /> 4 -- <br /> ' ' ; =471.32 TW=470.40 TW-469.84 - �=4.37 ` <br /> � ; _ <br /> F�9 I „„._,.......-_ -�-.----- ,...„.._,_ . ^- <br /> �.� I w `"; � .,., _ TW=458.75 - _ � w��� _.."�::��`_Wm�.�_�_���_ _._____.. _ _.. _�___ ___ 48°-D A <br /> Q I i � ;' ; - -- __ __ __ __ __ __ _ -:; �\ \ �4j82� _ � : ___ _��__ _ � . _ � _ _ _ ~ E� � S88'37'18"E 1497.55' BW=430.00 C _ ; , _._ .e,,� --. C 3, TYPE 2, - ,> <br /> ���_ <br /> __ � . . , ' lE 428.39 12 �� - _ €��;:t, ��:�W J"�_ �,�„�.:�� ;C�� �u��� B # RIM - 4 <br /> �� I <br /> ' , r .-t, =- -- - �- - '.' ' _ �- - - ��� �-� ��A 17 35 _ � .. *t - LID LOC I - .68 (12 S) <br /> -.. � . � lE 428 39 �, w/ SO KING LI D <br /> ; _ ... . u. __-- _ _ -- -- -_ � '-"�"'c __-�_ _ � <br /> � I ..? .... Y + --.- �' _ -_--� _��_�. ` \ \\ �-_c � ��_ � �~\ -- -- __ - � � '� . - ��� , - �� <br /> j a� � - -- ` .: . � � _ , _ , . � -- __ __ __ _ �E � , , ___ _ ... _ CB i�28 RIM 5.57 <br /> _ _ <br /> v _ <br /> � , <br /> � - <br /> � � <br /> , , , ., �88.7 E i � 4 . - , ��� --- � - --`` --�=0.95 - � - --- -- � ... .. „ <br /> � , �� i � � �, .. � � 483.50 � , t 1 47 . � � � ---- --- 97 LF 12 $� � 1.31�2' __ `-� � �_ �- - - � • _ --- --- _ 11 ---_._ ..,..r ,� . IE=�-z�8-3g �24 SW}¢28.3 CB 20 TYPE 2, 48��-DIA. <br /> __ --�--�, �-4.03 Y � ,. � „<: ���,w�:' �� „ <br /> � � r" . � �. d' °� � __.... _. � � % � � I � I � 1 I � I � ---------------- ---�=0.97 � _ . . <br /> --------- # , <br /> ----,--- - - -------__�30 7�=� � -- -- -_ _ �- IE �� (8 S) 43208 STANDARD GRATE <br /> , 4 9.28 ME � 5� y ; 9 ;470.0(� I � I �, - ---- � _ _ • � r-rr�c---------- <br /> � � �.; __ _ _ -- '.' i-. .3` �-' `� , �. .�___... . . 9°f _. _ . < � I I I �� 431.5 ___ .�9f�`' -- w <br /> ------------------------- <br /> r .-'�• � I I � � I � ------------ ,., � <br /> , . -� . t1 �483.71 �--'''� . ao �- ,,�-''� f3 � I I 4 1. 0 4 1. 0 31.10 4 1.1 - _ _ --- 42� z ��` IE�� 24" E 428.33 RIM = �3�5-59-435.39 <br /> y�� � ,..'� I� _A Z�l Z� �� II <br /> i .�-- � � ' 1 : , .�.�----�� �,., � ` __ r. � _. � ._._ . _. � �/ M A�� I I i I I I � � � � I I 431 A 4 1.1 , 431. 0 4 1. 0 „ � � , � ) <br /> �,,�/ /= r i IE�T <br /> ,, : ,.: , ! : �, 482.40 � _ � 1 475.33 � r', 472.30 �1 ' - � � ► � � � I � I ,: , F 12 P 4 1. ; • ,., -_= . (8 N) 432.12 IE=� 18 N 423.94 <br /> , � ! � , 48�.84 ME �.. __ �i"Yi`�'�� �" I � I � ,. 30 43 ,SD , >,: , D ,31 .`� r�. � ) <br /> � - <br /> , , �,_ � .483.90 � �. _ __ � . _ 7 . 'IW� � i p _ � i, <br /> , � � . . � �,�.. <br /> � � _ . ...__ � - . _ ._,_.,�.. , ., .. - <br /> _ <br /> . t ; ---- _.. .. _. _ _ _ S.; <°, .. , ,,,:,�, . � .,:,...::,.. _.�r �� <br /> �:. ; 'i IE ---_ . 8 W 431.29 <br /> � . � � - - . I I iTW 42.Ob ,,, _ a . <br /> � � i as. .... , �,; : . ,: _._ , ( ) <br /> �;-" , __ ' � --- ' ___ � , Q � I ;a_ f ,. . <br /> , � I ':. � � 482.00 � <br /> J���, _ -- �------ I _ ,. � �, �� 4 <br /> E �<:' __ . , _ p � , >:.x 30. / CB 3A INLEf <br /> _A/12 A� f� <br /> _� :. ,, � _ � I - 32. - _ � ,-�s ,.. � �° � . , <br /> � ,. � � _ . ., � , 430.10 431.00 � # �-T-.T- <br /> __ ; � . .� _ _ F� . .„ _. IE __._ . 21 S 423.89 <br /> E. , : �. . , � 47 .70 �-�$- F ,. ftS ._.... , . >1 , <br /> ,:, � � .� � ��.� . -ll 0 , � _ ! L 15 G�P�I� „ __ _ ....,.,...,. �1� I �1 E � ) <br /> �1��,:_� � I � � � � �._� , �. , ,, ��.s93�2705�' ; - . � � <br /> � _ ,�„� � , � ; s:, I = . /� � _ 126 �z'�4- LF 15 CPEP SD =- - E � w STANDARD GRATE <br /> , , �� �. � � ,.._ ._. i . 4 I I � � ID 9.80 � .. CB�25 1 f2 � _ _ . l_ . ��56�'s-0.460 �:4 i i.., I. I I � <br /> t a �:.,: � ► �.,., �82.6� , �2 ; , � � I � , � � � ` � ., , , ;, . 30.55. <br /> , ,,.: .�. � � _-. ... . 7 .�b . I � ' � � , _ _ -�436-86' �.' RIM = �35-�6 �� <br /> �,� � ;,= ie �.>-. , r � 4�4 � 431.27 120 Lf 15 CPEP CB�24 CB i23 431.00 e <br /> � �..��, .: � 482.40 476.00 25 LF 12 SD � I � � 431.10 �� � _ ' „ 435.28 CB #21, TYPE 2, 48 -DIA. <br /> ;��., �;: __µ.__.�.; . � � , e � � /� "Z� ., � 430.68 , �. � <br /> . ��,.. <br /> ,x��:_:, ;�. � `� �:�1 � 1 � �' ' 70:60 432.00 4 105 - . . <br /> . .�. ... <br /> SD � �.50% ��6- 30. 9 LF -18-- CPEP � a IE 43�-4� (8 N)43227 w STANDARD GRATE <br /> �°' ,.. z f7: � ,�. <br /> ,; � a, � ; > .. :. ;�.. •....: ... ; � 1.04X 00 F -4343-� 430.t 3 I�`�. / <br /> �� RIM = -43�:-89-430.68 <br /> �r�� � ' 9 � - 1 _ �- � . _ _ _ i• 471.00 , , � � , � CB f26 ° � i 432.01 „ SD C� � I [ `� <br /> �,' f�� � (� I � � j: � -�--�- _ ° / I I � I � r,,,�.� \ � 432.�� 15 R , ;� €I � <br /> � ' <br /> E <br /> � « ���� 1 � � _- 480-•- �; -' � - _� •, ,. - - � _ � - fDRAIN C� 0.5� Q.5521r ,.s� �I I I`� CB 4, IYPE 2, 48"-DIA <br /> ,. . � <br /> CB STD GRAT � �,;; I � 1 . -... . . .... : 'I::, . � "�.: I �-�-i-TW_44�.�0 _ � � -.. . 432.20 ---�--- ..- . � .,. : � a �43 � �I I , # IE�.3-(18" W�24J0 <br /> €. � � �:; 1 ; ., � �.� � ,... , .,-.: . . ! I I � .. -= 43 � <br /> . --_._.��------ : <br /> - a<: � t 3 I : . . ... ..... .. 1{ I I � , 3 i; . �=� 2= <br />