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: <br /> CHAW LINK 2" MIN. <br /> �� <br /> � FENCE DRAIN ROCK • <br /> � � MTL LI FT <br /> ��.�,� RING, TYP FINISHED SURFACE, <br /> �``�`�_-�.------�"������'��M.�..-�-----...�-�-� � • S E E P LA N _ <br /> � � <br /> WHEEL STOP <br /> � TOW=16.62 16.12 BC �6.90 BC � > » � � ��°��� �°-�-�� � <br /> BOW=16.12 u4 � �`* 2 -0 � �o�U �-)I�-I I I- <br /> 16.62 TC �1'� �40 TC ' ��C��r���-���_��' <br /> "�-��� �� ��._� ��, �,� � PAVEMENT � = i � ���o��j��-i I i7-��r <br /> -� �.------ ..�-�-� w`"' . <br /> --`�'��.a-,--`'�` �., i -- I���O�,�i I I�,i <br /> � � �--=-======-==== - �,�,� <br /> .`�`.��_ <br /> �- � <br /> �-z -���� � �� o C�� ��C� <br /> Z <br /> ��..�.,e,_�' � �'�,�°� � w �i=1 I I� �(�C�o��(�0�� � Z � w • ° <br /> ..�_4� t � �,, �I 1;=1 I��� � Q � � W � > <br /> �---�._.._.� � ; �I_I I��\J O U O � _ <br /> --_� '� 17.95 BC 'I=11��1 ��J� ��J� � w z �, � <br /> i`� � 20.4 18.45 TC �+- � � -� <br /> �...n, �� � ,� ` 1 ��C�� JO� �`~ Q � CONCRETE TONGUE AND 3 DIA PVC QRAIN PIPE C�? _ <br /> ��� 17.4,8� .�-. M1�..__--�� ` � C� UO� J J� 6 � � 15,_�„ OC <br /> 19.9 \� � �--J � <br /> 18.1 CLEAN, 1 .5-INCH MINUS, � (`��� �`j � GROOVE BLOCK <br /> -�.,,, ���A�"�., � � WELL GRADED SAND AND ��OO� ��� ( <br /> "�°- `� } 4•0� V L OR CRUSHED ROCK -�O�' � � _ ._--- ' <br /> �.-� � -► � � GRA E ` � � �, ---- <br /> -�, O� - 10 <br /> � �� �� � '�, -��.;, + �; BACKFILL. COMPACT IN �� �� .� _ <br /> �'h�., �,� � � `� � `� }R�_� � �� � 12-INCH LIFTS TO DENSE ��� ,���� C � '-0" EXISTING • <br /> �.,20.48 � � �� g% � p � $ GONDITION ��� � ���� GROUND MTL Ll�f � <br /> ���� � � � ����� � � � 0 <br /> TOW=21 .1-,6 ''�. °� �, � � _ - <br /> BOW=16.60� �;� \ � � MW 4" DIA PERFORATED PVC ��}��OC�O � _ _ RING, TYP ' z -ill-=I <br /> '��, �,,, `� '' �, '� 1 g�g PIPE, DAYLIGHT TO SURFACE �� , j� O C - " <br /> o z � � � �I 1=1 I l= <br /> ��,�,� �`�. �, � % `�s �( �(��(�� o - ^� g � _ =i I 1=1 I (=1 � <br /> �-� .. �� �� � 20.05 �� �'` _ � - <br /> -� 20 66 � �\ "��° _ `- � <br /> ��J o��'�'o�,� � to z <br /> � � � C� DOOR � � � �o°�a� o o _ - _ ; �i � . . . • � <br /> . <br /> �' �, 20�18 ��, '� �Q�n °�� � � ' � <br /> 20.f�6 � � - ---- <br /> 1 S-- �,o o.�,--- i -�---�--- --=--=,-_ <br /> C� DOOR a �j ' , `� �.o - _ ' �T--� �--�J <br /> ,.:, <br /> � � 2�.0 � �--�...-� -:- � - B2 m <br /> , �J f�Y <br /> �� � � � � � � -� . �. ^OPE B1 ts <br /> 0 20.6 , -,� .. . W <br /> , 6 � , � �_:_--- 2% S1- LEVELING PAD � Y, <br /> � '� � � ��DQOR . � , Eq Ea '`r 1 " MINUS CLEAN CRUSHED o <br /> � �R � �� /3.0%� �, ' ' � 19.54 ROCK COMPACTED TO DENSE a <br /> � U LD ` / `� �-`� ° �� � �_p" CONDITION AND MfNIMUM oF SCHEDULE <br /> � � '}� `� � � 95% MAXIMUM DRY DENSITY. CONCRETE CROSS-KEY BLOCK � <br /> � � � ��_ � 1 r�, I� � '� � M�N COMPACT TO 95% H B� � B2 � STEM REINFORCING _ FTG REWFORCING Z <br /> �� ' A "� � �: ` j � `� �-- 19.54 COMPACTION TO 12'� DEPTH VERT HORIZ TOP LONGiT .��G C, y� <br /> � � � � I � � � �I � � 4'-0" ��, 8n ��-6" 1'-0" #4 � 18" #4 C� 12" #5 � 12" �4) �5 � o�was� - <br /> 20.�6 � � � ' � � � ' PREPARE SUBGRADE AND , „ � � N , �--, „ „ » „ - w jl►� <br /> " � DOOR � � FFE-2�.68 � � �� OBTAIN APPROVAL FROM 6 -0 1 -3 8 2 -10 1 -�^#4 C� 16 #4 Q 12 #5 � 12 (5) #5 �� <br /> TOW-21 .06 � � � 20'18 � GEOTECHNICAL ENGINEER <br /> _ � `j , � ; ��'`` <br /> BOW=16.60(N') � � ; � PRIOR TO PLACING <br /> 1 LEVELING PAD <br /> , �� � � 3 TYPICAL CONCRETE RETAINING WALL ��0 39428 w� <br /> �' REGISTERti� �'w <br /> � 3 � � 2 GRAVITY BLOCK WALL <br /> �SSIDNAL E�� <br /> TOW�21 .06 � 20 �$ � C2.0 C2.2 NOT T4 SCALE s�;��,,, <br /> / � # BOW--20.56 � C2.� C2.2 NOT TO SCA�E <br /> � <br /> �.`.�-' � � 18.50 -.� `�, , �� � , <br /> � � � � � N <br /> Cn Q <br /> 20.56 � , � ,,� � . <br /> ^� N <br /> ORK LI FT �' 18.0 � � 1 � � �` °Q <br /> � <br /> � RAMP � �,��,NDING � 20' � �1�8:�o�`B� GRADING NOTES_ � o, � <br /> /o ; 2Q.4t � �, �,� -� � <br /> ` ,� <br /> . -��" o o �o CpNC. PAD j � � 1 . MATERIALS AND CONSTRUCTION OF THE PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF "' o �- <br /> � o � `V � � -� CURRENT EDITION OF CITY (�F EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS � � ,; <br /> �-�-- �---_--�---��-�--�- - � � -�- -�-- -- � - �- --- x � � i `�' "�°� �� � FOR DEVELOPMENT AND THE WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND '- � � <br /> - � - � ��.� ' r' �, � <br /> � � 18.0 ( `� MUNICIPAL DEVEL�PMENT. <br /> �.OW=_16:50� 1 17.80 BC <br /> BOW=16.00 �,�'� TOW=21 .08 � � 18.30 TC 2. MATERIALS <br /> .�= " BOW=16.60( ) a. STRUCTURAL FILL: PER WSDOT STANDARD SPECIFICATIONS SECTION 9-03.14 [1], GRAVEL <br /> , �---' � BORROW. MAXIMUM PARTICLE SIZE: 3 INCHES. RESTRICT FINES TO MAXIMUM 5 PERCENT � <br /> ����.�.�- 17.50 PASSING N0. 200 SiEVE. . <br /> �,.,.,.�--� � , <br /> � �� 16.00 BC �� <br /> �' 16.50 TC b. QUARRY SPALLS : PER WSDOT STANDARD SPECIFICATIONS SECTION 9-13.6 � <br /> � �� '„�,--�' 17.10 BC _ <br /> '"` c. DRAIN ROCK: GRAVEL BACKFILL FOR DRAINS PER WSDOT STANDARD SECTION 9-03.12(4). <br /> `�� TOW=16.50 �`` 17.60 TC <br /> BOW=16.00 µ�,� <br /> ��--���� 16.6 16.60 d. CRUSHED SURFACING TOP COURSE(CSTC): WSDOT STANDARD SPECIFICATION SECTION 9-03.9(3). � <br /> ._.,_...� ..�.�---------._.....-- , ANOPY <br /> � _, w�_-� _. �. �. .� �� �� 16.60 <br /> SCA�E IN FEET � � e. CAPILLARY BREAK: WSDOT STANDARD SPECIFICATION SECTION 9-03.1 (4)C, GRADING N0. 57. � <br /> G RAD I N G PARTIAL P LAN o B � � �` ' � <br /> � f. GEOTEXTILE-SEPARATION: WSDOT STANDARD SPECIFICATION SECTION 9-33, TABLE 3. <br /> 20 0 20 4o IE: 14.0 4" (W � <br /> C2.0 C2.2 SCALE: 1 "=20' <br /> a FUEL TANK PAD 3. PERFORM SITE GRADING, EARTHWORK PREPARATION, SUBGRADE AND FILL MATERIAL COMPACTION PER <br /> FF-17.1 <br /> 16.40 � THE PROJECT GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS PREPARED BY SHANNON & <br /> � -� 22LF PVC ' � 16.60� - WILSON, INC., DATED JUNE 10, 2016. <br /> W C� 1 .36� ❑ � J <br /> 0 ! <br /> 16.60 <br /> � , \ � 16.60 4. THE ON-SITE SOILS UNDER THE RELATIVELY NEW FILL (5't) MAY BE CONTAMINATED WHEN � ,Q <br /> Q <br /> � � _ � _ _ _ _ � 16.60 CONTAMINATED S41L OR CONTAMINATED GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, � <br /> N - � � � I I STOP WORK, AND CONTACT THE �WNER IMMEDIATELY FOR FURTHER DIRECTIONS AND TECHNICAL -1 Q <br /> � 16,6 �� � 17.1 SUPPORT. Q <br /> oDB 2 � ✓ ��- - _ - - - - -J L.� C] <br /> `o � IE: 13J 4" (E,W � � � W�,,.�� ��.:...� ,���.,� ��,r.� <br /> � � 5. ALL DRA�NAGE AND UTILIIY TRENCHES ARE OPEN-CUT. CONTRACTOR IS RESPONSIBLE FOR � ZQ <br /> � TEMPORARY SHORING AND DEWATERING. J O <br /> 0 11LF PVC l J Q V� <br /> 16.40 LUBE SHED <br /> � J C�? 0.5� MI ' � 16.6 � FF=17.4 6. HANDLE CONTAMINATED SOIL AND WATER IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL � � � <br /> J � � JURISDICTION REQUIREMENTS. <br /> � q - � Z <br /> � �� <br /> :� � � U <br /> � � <br /> � �_ _ .._ _... ,�. w,� �.,.. .,�. �! 16.60 Y C' <br /> �I W z <br /> 16.6 16.60 <br /> � <br /> EE C4.0 FOR NOTE: � <br /> � CONTINUATION <br /> �, 1 . NYLOPLAST 2808AG 8" DRAIN BASIN OR � � <br /> � APPROVED EQUAL. <br /> m 2. DUCTILE IRON GRATE, HS 20 LOADING = C� <br /> , � - - - -- GRADE BREAK <br /> � 3. PROVIDE 12" WIDE x 8"THICK <br /> � �� CONCRETE COLLAR. � � <br /> � ■ DRAIN BASIN, <br /> > SEE NOTE 4. PROVIDE EXPANSION JOINTS ALONG ALI. <br /> � EDGES OF CONCRETE COLLAR. � <br /> � <br /> O <br /> O <br /> / <br /> � <br /> O <br /> N , <br /> � � SCALE AS SHOWN <br /> N 2 FUEL ISLAND GRADING Bc STORM PLAN <br /> � DES. �� 1 SHEET NO. <br /> � C2.0 C2.2 SCALE: 1 "=10' Know what�s below. pR. '� <br /> 6 PAH n <br /> N Call before you dig. c". HNK �✓2• 2 <br /> � <br /> � F.B. <br /> ,��„ o� - �„�,� <br /> � N OTE: I-----=i <br /> MAY 9, 2017 <br /> DATE <br /> O <br /> N <br /> � EAR LY S IT E G RAD i N G P E�M IT ADJ'USTDS�CALES�ACCORDINGLY. No• 212016.008 <br /> � FI LE <br /> � <br /> � <br /> O <br />