|
� � � �, ,\ ,�
<br /> I 1 � 1
<br /> � 1 � � PLAt� APP�20VED
<br /> � � l , 1 � �
<br /> 1 1 � ,, 1 � �%�� � J o 0
<br /> ' ' , PUBLIC SERVICES 7 N � �� �
<br /> � . �� � c:i
<br /> I , GE` EROSION
<br /> ! � , , J PUBLIC WORlCS V � � �
<br /> � '� � 1 r, DEPARTMENT � ���•v � ,
<br /> I � �, � � 20 10 0 20 40 �. � o�� �, -
<br /> ' I A PUBIIC WORKS PEFtMtT IS , � VI y�., _
<br /> ' I , 1 S . AN��CONST UCTION ON RT IS � ��,l"� � •
<br /> �'.r',:r,,.
<br /> 1 � 1 1 ��..,.� PROJECT. APpROYAI Fo� THIS S C A L E I N F E E T � d � a� .
<br /> ' ' ' , TRAP CURREM7 C CON AN ARDS AND � s..,g,a� L,
<br /> 1 -� ai� �
<br /> , EXPIRES_j����UNLESS NOTES M'N N Q7
<br /> ' J ' , , /., _ PERMIT FOR O 53RU ON HAS �,r"',� ���p
<br /> � I � , NGINEE BEEN ISSUED.
<br /> `
<br /> � � � � ,, 1. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN
<br /> � � \ ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OF THE
<br /> � � � � 1 GEOTECHNICAL REPORT AND PROJECT SPECIFICATIONS PREPARED FOR THIS
<br /> ' I � \ �, PROJECT. �
<br /> I
<br /> � � `1 � 2. FINISH GRADE INDICATED IS FINAL SURFACE ELEVATION FOLLOWING
<br /> ' � � 1 11 PLACEMENT OF ALL SURFACING MATERIALS. M � AA
<br /> � I ► 1 \ 3. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDING. FINE �,�'� oF wAs�j,��',�, `
<br /> I 418.93 419.20 � GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES. 'w � � �' � �',� o
<br /> � f 418.34 419.05 \
<br /> , ti � . • o r
<br /> � x `�; � ` 4. COORDINATE GRADING AROUND BUILDING WITH ARCHITECTURAL DRAWINGS. '
<br /> � 1` NOTIFY ENGINEER OF ANY DISCREPANCIES. ��
<br /> 1 i x ,�-
<br /> 'x � - <� .�.��'��'"�`�r�`�r�� . ,�K � \
<br /> !J �, 35163 a
<br /> -� 1 � ; : .�� r, � �� � �
<br /> _ t �i. ' ��L,xa<...-L.�5 �..�.i,5i a (���� � ����f: � �
<br /> �"y„as'a•:_.7,.�d1...&Lz.i.+.s_L'�
<br /> l '
<br /> � � ,,,-� ���� � 5. NO SEDIMENT SHALL BE TRACKED ONTO PAVED STREETS OR ROADWAYS. ��'��sTER� 1�;�
<br /> I X ��`��� ,� � SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO SIONAL �
<br /> l� � �� ; � CEM C NC CURB TYPE E-4__---'�� 1
<br /> � I .��,�, . �
<br /> 1 , xw�,,, , ` COE STD DTL_�4�C--'��� LEAVING THE CONSTRUCTION SITE. IN THE EVENT OF FAILURE OF THE TESC
<br /> � ' �,________--- 4 1 9.2 9 g.�p , \ SYSTEM RESULTING IN SEDIMENT TRACKING ONTO PAVEMENT, THE
<br /> 419.15 � ° s a a 419.08 � \ CONTRACTOR SHALL IMPLEMENT MEASURES IMMEDIATELY TO CORRECT THE
<br /> ' ROCK Y ADDED �2 � �� �_-r a � �s � � '419.99� a o a x \ SITUATION. THE CONTRACTOR SHALL EMP�OY EMERGENCY MEASURES TO
<br /> ROCKERY gW 41 ;29 � \ REMOVE SEDIMENT FROM PAVED SURFACES AS NEEDED. SEDIMENT TRACKED
<br /> MAX HEIGHT 2' TW 41 .71' �- ° 419.15 � � a \ ONTO PAVED SURFACES SHALL NOT BE WASHED INTO STORM DRAINS OR .
<br /> � COE STD DWG 332 I x� '� � �419.35 �-- � ° ` OTHER UTILITY INLETS.
<br /> � � � ':: '•
<br /> � � I �.X � 1 a a� i 4�9' 9 �1 6. ALL ADA PATHS OF TRAVEL SHALL BE SLOPED AT A MAXIMUM CROSS
<br /> 2 M A I N T E N A N C E I 419.25 a � S L O P E O F 2% A N D A M A X I M U M L O N G I T U D I N A L S L O P E O F 5%.
<br /> � �g ROAD OVERLAY
<br /> ° CEMENT CONC WALK � ° � � \\
<br /> ° 419.45 COE STD DTL 30 i � �
<br /> � � 419.21 (W/0 CURB) ° i � �` \
<br /> � � �
<br /> I �x BW 4 7.66i . a� 419.53 � i ` �
<br /> TW 4 9.68-� � � LEGEND �..
<br /> � .. .. .. �. .. .� .. �, � � � a � i ,` � �� �
<br /> � d d ' \
<br /> � TC� 419s
<br /> �. - saBC�419 5 1� 418.85 ` }
<br /> � �� � 419;36 419.22 � � ! x'�" ��. �-■�_,._.���._..�_,.._�.._..� ��U� r�n �enla�
<br /> 1
<br /> i �- -��, '�` 419.20 ° 419.57 , 419.7 TC 419.87 ;
<br /> woRKs
<br /> + - �; \ X B/ORETENT/ON CELL 2 1 BC 419.36 � ASPHALT CONC. PAVEMENT 1 y g
<br /> Communit Desi n Center
<br /> � ° 419.72 419.98 REM01/ED � � 419.37: .., ... TC 419.93 � C9
<br /> ° � BC 419,49
<br /> I BW 41 .5� ° s � s �- , CEM CONCI T ASH PAD 4 � 1�.20 402 15th Avenue East
<br /> 419.45 Seattle, Washington 98112
<br /> TW� 419 62' -�-._ � ° 4 419.371 W/ EXPANSIO JOINT C9 ' � 4
<br /> I ° 419.80 � �� -� :� CEM CONC PAVEMENT 206.329.8300
<br /> t I a TC 419.26 PROVIDE 1 R ED � ASPHALT CONC 1 Cg 206.329.5494 fax
<br /> 1 'X , 419 gg � BC 419.32 EDGE ABOVE A HALT � PAVEMENT (TYP) �g �
<br /> � I , � _ 419.20 � o PARK/N6 BLOCKS M01/ED WAROS TC 419.42 ` \ � , a CEM CONC WALK
<br /> i ':>;' CURB 1: M/N OF 16' RK/N6 4 BC 419.42 i PROVIDE 1' RAISED EDGE a a a
<br /> ' � 419.6 TC 419.91 � ABOVE FIRE LANE PAVEMENT COE STD DTL 306
<br /> � ♦>',� Q e SPACE LENGTH NOW 01/IDED � --- , 4 1 9.0 0 C 419.41 (W/0 CURB)
<br /> Xi 419.27 � 419.13 419•98 g 44 1.0f� ' i SEE ARCH PLANS FOR
<br /> � �y'x419' � , \ 419.52 0 419'89 � � ; / ` ` i FENCE AND GATE DETAILS r �_ Everett
<br /> 419.21 2
<br /> � �.' 420.00 � '�� , �.;�� � '' MAINTENANCE ROAD OVERLAY
<br /> � X �`}' s� \ ° ° a ° � �� � �` BC 419.64 i `?- � � C9 Safe Streets
<br /> �.---''"'� + � ' \ � s 419.82 � ° ° a a CEMENT CONC CUR /N LOT RE h�ADED �� �� 4 • .
<br /> x � a 419.36 �� � a a COE STD DTL 307 UNOFF,€'IVTIRELY �� �420.34 ' Supportive
<br /> I �. a °, ° l, a a , s, � TO��IE SOUTH \ 41 . � 3 �
<br /> x �Nu � s ° � ` � B� 9 82 , MAINTENANCE ROAD HOUSII�
<br /> 1 s, °a a , , � � , EX ASPHALT �g �
<br /> \� � � o � a419 00 � d s ° a 420.00 � � % AVEMENT M RKI�IGS � ; TO REMAIN 6200 12th Dr SE
<br /> � � \ �f '\s ° \ ° a 419.20 � � ° ' PER ARCH ( P) �� TC 419.67 , i CURB & GUTfER Everett, WA 98203 '
<br /> '�\ � 4 BC 419.16 � �
<br /> s 419.68° ' w
<br /> j � ` \ s , 419.99 ` i 420.21 z CURB
<br /> 3 MAINTEN NCE x ° a ° FF ELEV. 420.0� � y � TC 419.22 f--418.55 1 , Q '
<br /> C9 OAD \ 419.34 `1 , ° s ° a BC 418.85 'TC 419.11 TC 419.14. i
<br /> � "�, a \ � � a , 2 � I � C 418.64 , w CB TYPE-2 54"
<br /> \ \ ` a d � a 419.99 4 �7 1B�C%418.611 TC 419.32 i �
<br /> ' � � a a 4�g,gg �r BC 418.82 PROVIDE 1/2" RAISED EDGE CB TYPE-1
<br /> � i
<br /> 419.3 �K � `� �!-- �� � C� / ° " �° TC 419.21 TC 419.021 � / ABOVE FIRE LANE PAVEMENT
<br /> � � � \ a o , , TC 421_.07
<br /> a 419.76 BC 419.12 BC 418.521 BC 420.56 4�9.>> PROPOSED F.G. ELEVATION
<br /> ,,� f
<br /> � � a �, 19.07i � i �
<br /> ���,� � � a s° � o �a , - � 18.95 TC 419.05 � 1
<br /> „�x�k a ���� !TC 418.86 gC 418.55 i � PAVEMENT MARKINGS - 419 -
<br /> � a` 419 99 ° a � A BC 418.36 , PROPOSED F.G, CONTOUR �
<br /> �'� 3 \ REFER TO WSDOT -------------------
<br /> .>�,,:�. � a �
<br /> �' � C 7 CESS PARKING SPACE SYMBOL TC 420.11 � STANDARD PLAN M-17.
<br /> � ( x;� - , 419.76 � COE STD DTL 724 BC 419.65 ` Gradin _Plan
<br /> � , a d TC 419.33 , � � � CONSTRUCTION/CLEARING LIMIT
<br /> � ` 419.99 C 418.89 �TC 418.2 i12' � -------------------g -
<br /> k , K��; � � 2 a ° BC 418.78 �, � � �
<br /> `< '�` a
<br /> 420.97 -----------------
<br /> � � .. � !'- � � i �
<br /> 419 � ,� C7 a � �418.00� � � � �
<br /> :. �
<br /> , ��� ` °� 419.93 a � TC 418.58 � i � /
<br /> 420 0 , \ �
<br /> a aa �BC 418.08 i � ; / � ---------- ---
<br /> � � � _ .
<br /> � � a s ; �� ;TC 4_18.50 TC 420.36 �
<br /> - --------------------
<br /> ! � � � a � ; `a �BC 418.00� BC� 419.95 � I �
<br /> 1 � \+ � 4 � � ' ` ' � � �
<br /> � � � � TC 418.6 � z
<br /> SURJEY S�MFORMA110N ���+ 419;58� '� � � --
<br /> �
<br /> �\ � � 419.57 ` , ° � 418. /-; 1.0%� `�BC 418.24 i i �� ------------ ------ DaS�
<br /> ° a � � � ' CURB CUT TC 418.10,\� i ► TC 421.64��- I �
<br /> \�� � a 419.4� -4�.�-� � �► ` ' 432 BC 417.6 \ i � � BC 421.22 ' -�--- � 26 Jan ua _ 2018
<br /> ,, �419.3 i ; i � , O
<br /> --------
<br /> -----�-----
<br /> � � � k � % C 418.61 �` ► � � ��z P�rmit�Qn�ti�n�ons�i�a�� .
<br /> � 5' EASEMENT ��� �� 3 � �.' �� � C 417.97 �BC 418.97 � � � 421.33 -�
<br /> � � i , , ._'- _ ---------------R�vJ�i9n�
<br /> � � � � � ,_- - ------------ � � �
<br /> _ EX UTILITY TW 406.1 TW 409.98 � � ' 41.8.67 F�,� . :---,�_���. __�.��� i � I � ' • • � C 28 Ju�_2017 Bld�_Permit Submittal
<br /> - -- - _. POLE (TYP) BW 404.20 TW 411.6 .i_.. . 413.89° ��� � �. ..:: . . . -_�_- - �-.:. . . ... � � i I - -
<br /> a ° � _ ' = N .:.:.:.:.: � 1 f
<br /> a BW 407.12 BW 410.0 � � )� i; -- ,, , i ��; - �.�. . . . . . . � - � i i � � 2 ------------------
<br /> '-� a ,_ ._ a .� , i � ,\,,,` a ,,� �-.:.T�__��. .� .� `:�; � � B/ORE7ENT/ON CELL
<br /> � � �
<br /> ' ��---�---- a � ° ° � � °�- � � s � - -r-� � i"" , p ��� ��� , _ .�� •' i ENLARGED TO TREAT FLOW � ---2$_�E22Q17Add�rtci�.�m�1
<br /> �-+���i�---E-�- � � � 1 1 �. k� _ �� � a � 3�'----- �� �
<br /> � � � ---Q6 Q�T2D�ZAddsn��rrtC2
<br /> �--.,_.-�.��--..-_�- �i1 � i' �i °-�'�"'T-�-a►a �-�----�._,s , �' �---- NTIRE PARKING LOT . I 2
<br /> �---�--�- _,,._�1 3
<br /> �►��'---�--�- -i._4..�-.r--�1 � � a► a � '417.50 �._.... -._ _
<br /> , __x__ --�: � ��
<br /> -�-�•--� �` � � � 1�0�_T_2Q17_P�rmit�s�rr�cfions
<br /> - - _ �--••L�-j•--'���"�- `� i � 4 F�fi'VC�LMV�-�E D�KEN '
<br /> .� .1� : �k, � , J_ �-�. __,_�_�-�_ a ..._.
<br /> '- - , f � T '--'��'�-��-•,,_.� _-.F .�_ : _.� i i FOR BETTER �/S/BlL 4 2��HI�L2Q'L�Psrmit��r�ecfiflos ..
<br /> - � _ _ �.,.- -- ;. - --� TIER�D ROCKERY FOR WATER � !�--"-'-,�- �-- --,i-,� i ❑
<br /> - - - _ _ � SER�I/lCE I/AUL TS ADDED � � ' -
<br /> - �.: - _ _ � , � � RIVEWAY T1iPE 1
<br /> : , r ��t`: SEE DETAIL _ ---�- - _ �� � o i i --- --- --- ---- ------
<br /> � , _ �� ��- ,. � i ---� - _ i i COE STD D�L 315 � ------- --------v_"n-b�_
<br /> . , n, �.,w q E �,,_.., �, _ , ' -i :� ( _ rY ' -I - '
<br /> , �. ROCKERY MAX HEIGHT 3 i _ , , _
<br /> � STOP SIGN � Q � �_ PA
<br /> � � � � ----
<br /> � -- -- -----
<br /> �oE�is so iNFoa�nnoN ,�. ` ; ., C3 COE STD DWG 332 �-------------� �t. ' � I
<br /> a _ _ _ , , ti
<br /> - - --._._._ _.. ,,,_ ' � MUTCD R 1-i1 I L�,
<br /> _ _ � __ _ � � ---
<br /> _ ___. Y• _ � i i � Checked b P M.
<br /> ----- ---- -��_--)-
<br /> �' � L_J � � � I Q
<br /> '��,�....� �.., .� �-
<br /> : ; .., _�____-- " '- - BIO RETENTIO ---------------
<br /> _�� , - - - _ _ - �
<br /> N I Checked b Q C.
<br /> � � ����_ _ __ _ - _ � C8 : v ( )_
<br /> ; , -� .- � . _ - , -- ---- --- --- ---
<br /> ,j -� z � � �; � � I ----�-- / ------ -------------IT
<br /> � � Pro�ect No_
<br /> f � � � � � - _ ti �� F �y� � ` � �
<br /> � i � . � � . . .j � . ��. --' - \ I -------------------
<br /> -- . . ` ..z r '��
<br /> _ �
<br /> � � ; � --------------16-029A
<br /> I I
<br /> � � ROCKERY DETAIL
<br /> �
<br /> , � C3 SCALE: 1" = 5'
<br /> ,
<br /> 0' ROW i � ��
<br /> i . C3 ■■
<br /> �
<br />
|