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CHAIN LINK 2" MIN. <br /> � FENCE <br /> O. -'"'~ <br /> � MTL LIFT DRAIN ROCK <br /> ����~-�---�`'��� ---�"�"`����,�o/^�/ R I N G, TY P F I N I S H E D S U R FAC E <br /> , <br /> W= 6.62 16.12 BC t6.90 BC <br /> WHEEL STOP � SEE PLAN <br /> � BOW=16.12 16.62 TC �. � �` � , o Tr=�TT-1_�T=�� � <br /> ,���, "�1��,40 TC 2,_�» �����=1 I 1=1 I 1=' <br /> �.�.� ------� _-.------- ` i PAVEM ENT , �nc�(j�of <br /> --_-�.._ ,�...�. `�,,� � i <br /> '`�� �� � �.----� = j�'o�00�1 I 1=1 I I���� <br /> �o O�.-I I I- <br /> �...___ <br /> --.ry� ' , � ��e ��-________________ __-- � ;�o�����I i i� <br /> , ��� <br /> �� �__________________: _- �.- <br /> �,����......� � � ��� -�1�� � ..��C� O Q G O � � <br /> �. �1=111s�C--� �a(�C�'-� �C�(�O = z <br /> �`� = I 1=1 I i v� z <br /> ___� _�� � �� , , ���-� �_ o� a o� � g � , o <br /> 17.95 BC - �1=� �,Y O Q W � <br /> ., �. 20.4 � � 18.45 TC 'I;I�� C�� ��� _ � <br /> . `��-_ � 17:4.8 ��....._..--. � �'-��� �r1 � � � W = W <br /> °,w.-- --`- , ��O lJ�� -^ » <br /> � ��� `� �`9•9 � 18 � _ �� a ��j � � 6 � � CONCRETE TONGUE AND 3 � DIA� PVC DRAIN PIPE � � <br /> _ `�, � CLEAN, 1 .5 INCH MINUS, (� � 15 -0 <br /> �-�.� � � C�� � o� a c , o� <br /> �� �. � � 4 �� � WELL GRADED SAND AND `JO� QO GROOVE BLOCK - <br /> �-v-�-..` �, � -..g, � GRAVEL OR CRUSHED ROCK �O% �Q O <br /> �a '� '`��.....-- ,n ,,�� _.� ,� BACKFILL. COMPACT IN \ ��--�(- QC��� � _ <br /> ��`�'` 20.48�'�` � � � �`�� � � ' 12-INCH LIFTS TO DENSE �O���� �C � „ -J' � -` 10° <br /> _�.� �.,} m� � �,,1 6% `°� �20.18 ' CONDITION � �O C�O�� � -� EX{STING - <br /> TOW-21 .16 �� � � �� Cj �� GROUND ' <br /> BOW=16.60�, �.� `� �` � � MIN 4" DIA PERFORATED PVC ���� � MTL LIFT � <br /> a � � � � \ _ RING, TYP <br /> �. � � , ��(� � - <br /> .� �, � � ; � 18 6 PIPE, DAYLIGHT TO SURFACE � � !O �� : z -i�(�I <br /> , � � � \ 1 ��1, - � z ' � - _ _ <br /> �".`` `, 20,66 2Q.05 � � � �� �--oroo�, ..� � � � =I li I II I il�I- � <br /> ,� � ; Ca? �a OOR � �� � �° Q� �' ��� � i cc, - I I �� _ <br /> � 20.F�6 � � � � 20�18; ���� � � `° �°�g q. ,�o�, � z � � �I � • • . • ,� <br /> C�? DOOR � � i � ' � • • - <br /> 0 0 �� <br /> � � � � �, - � <br /> `, � 2� ,Q � `�--�.,.� 1---�--�---- r_ ----- +J <br /> �, � � `_-_-�,� . ,-' �s�� �s�� <br /> �� � � '� 20.G6 � � ' ,� -�- � <br /> � � @ DQOR ', � � `�--�-- � .. 2%�pE LEVELING PAD B1 ts B2 } <br /> 1 ,� I Q � y� � m <br /> �` 1 <br /> � �R �D �, ql �3.0�� � ',4 'l �' 19.54 EQ E RO K�NCOMPA TEDCTO SDEN�SE Q <br /> , v � � `; i ';r ; � �'-0'� CONDITION AND MINIMUM OF SCHEDULE � <br /> � � �,� � � ,, , �� � i � �N 95% MAXIMUM DRY DENSITY. CONCRETE CROSS-KEY BLOCK o <br /> 1 �, � �' ' 1 � � ; 19.54 COMPACT TO 95% H B1 t� 62 t <br /> ? O �i� I � E �� � I COMPAeT I O N T O 1 2" D E P T H f STEM REINFORCING fTG REINFORCING _ <br /> Z <br /> , � � � � �...� ,� . j � VERT HORIZ <br /> ! , „ » „ , M , » » „� TOP » � LONGIT <br /> (� DOOR ' FFE-�20.6� �� � � PREPARE SUBGRADE AND 4 -0 9 8 1 -6 1 -Q 4 � 18 4 C� 12 t�G C. Y <br /> �, ,� , » >� � » � � # ,� # ,� #5 C� 12» �4) #5 � w �' <br /> � � 20.18 � OBTAIN APPROVAL FROM 6 -0 1 -3 8 2 -10 1 -0 4 � 16 4 � 12 5 C� o� ASNj <br /> � TOW=21 .06 � � �-�4. GEOTECHNICAL ENGINEER �- I # � # 12 (5) #5 �, <br /> BOW=16.60(N) J � , . ',, � �`'��� PRIOR TO PLACING <br /> � � � � LEVELING PAD <br /> -row�2� .os `� � 2 GRAVIIY BLOCK WALL 3 IYPICAL CONCRETE RETAINING WA�L A�o� ��39428 �� ww� <br /> / BOW-=20.56 � 20.18 � <br /> �ss��c�sTE���� <br /> � � � j � � \ C2.0 C2.2 NOT TO SCALE C2.0 C2.2 NOT TO SCALE NA�., <br /> 18.50 e --�"' ,� ; � � ,;i �s-�����, <br /> � <br /> 20.56 � , � � �, <br /> /, 1 � O ❑ � � �� o <br /> FORK LIFT � <br /> RAMP / IANDING 20. 1�8:20�BC � <br /> � � <br /> � <br /> . �....__---�' �o i 2Q.4t ��1.8.`70 ° C� , v' � <br /> � � � <br /> � o �'N �` coNc. PAD �� � G NOTE� � � � - <br /> � - � � � 1 . MATERIALS AND CONSTRUCT�ON OF THE PROJECT SHALL COMPLY WITH THE REQUIREMENTS OF � o �.. ' <br /> co o r 1 <br /> � � � �� J � J �W��� � y�� �� � ���� � � �� �`� CURRENT EDITION OF CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS � � '� <br /> ..� ,.- , � � � <br /> � FOR DEVELOPMENT AND THE WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND ` d- <br /> TOW=1-6:5���� �-°''� 1 S.0 � <br /> BOW=16.00 �'� TOW=21 .08 � 17.80 BC � <br /> MUNICIPAL DEVELOPMENT. � ,�, � <br /> --' 0 18.30 TC <br /> .�-- ' BOW=16.60(N) 2. MATERIALS <br /> �_ _�---�`" <br /> w_.._._...-� 17.50 � 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 /> �-�- 1 0 BC � PASSING N0. 200 SIEVE. � � <br /> �----' 16.50 TC _� <br /> _�----��� --'`` 17.10 BC b. QUARRY SPALLS : PER WSDOT STANDARD SPECIFICATIONS SECTION 9-13.6 _ <br /> TOW=16.50 17.60 TC <br /> BOW=16.00 c. DRAIN ROCK: GRAVEL BACKFILL FOR DRAINS PER WSDOT STANDARD SECTION 9-03.12(4). <br /> �---��.�-.-�- <br /> __�._..___��__...w-----�- _..,�--w.��_ 16.6� 16.60 <br /> ANOPY d. CRUSHED SURFACING TOP COURSE(CSTC): WSDOT STANDARD SPECIFICATION SECTION 9-03.9(3). � <br /> _. �. ,� ��... .�� �� <br /> SCALE IN FEET � 16.60 <br /> � GRADING PARTIAL PLAN � ✓ � e. CAPILLARY BREAK: WSDOT STANDARD SPECIFICATION SECTION 9-03.1 (4)C, GRADING N0. 57. . <br /> DB 1 ° ■ <br /> . C2.0 C2.2 SCALE: 1 "=20' 2° 0 20 4o IE: 14.0 4" (W � f. GEOTEXTILE-SEPARATION: WSDOT STANDARD SPECIFICATION SECTION 9-33, TABLE 3. <br /> 3 � FUE�TANK PAD 3. PERFORM SITE GRADiNG, EARTHWORK PREPARATION, SUBGRADE AND FILL MATERIAL COMPACTION PER <br /> �' 1 6.40 � FF=17.1 <br /> w 22LF PVC � 16.60� - THE PROJECT GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS PREPARED BY SHANNON & - <br /> Q C� 1 .36� � � <br /> WILSON, INC., DATED JUNE 10, 2016. <br /> � , � 16.60 � � <br /> � 4. THE ON-SITE SOILS UNDER THE RELATIVELY NEW FILL (5't) MAY BE GONTAMINATED WHEN <br /> � _ _ _ � - ; - - - - --� 16.60 16.60 CONTAMINATED SOIL OR CONTAMINATED GROUND WATER ARE ENCOUNTERED DURING CONSTRUCTION, Q <br /> � - � '� � � � STOP WORK, AND CONTACT THE OWNER IMMEDIATELY FOR FURTHER DIRECTIONS AND TECHNICAL � � <br /> � 16.6 � �I I 17.1 SUPPORT. J L'� <br /> � DB 2 ✓ �L - - � _ � � <br /> � IE: 13.7 4" (E,W �' � _ � 0 <br /> v � 5. ALL DRAINAGE AND UTILITY TRENCHES ARE OPEN-CUT. CONTRACTOR IS RESPONSIBLE FOR Z <br /> � � TEMPORARY SHORING AND DEWATERING. Y � <br /> � 1 1 LF PVC : 16.40 Q <br /> J � - � LUBE SHED � � <br /> C�? 0.5% MI <br /> W 16.6 � FF=17.4 6. HANDLE CONTAMINATED SOIL AND WATER IN COMPLIANCE WITH FEDERAL, STATE, AND LOCAL � � W � <br /> � � � �� JURISDICTION REQUIREMENTS. " O � - <br /> .� � '� � <br /> � <br /> � <br /> � 1_ _ _ _. _ _ .� ..� � � .� �i s.6o v z <br /> 16.6 16.60 Y C,7 <br /> �' SEE C4.0 FOR NOTE: W Z <br /> �� CONTINUATION » � � <br /> m 1 . NYLOPLAST 2808AG 8 DRAIN BASIN OR <br /> APPROVED EQUAL. I- <br /> � - - - - - GRADE BREAK 2. DUCTILE IRON GRATE, HS 20 LOADING � � � <br /> � 3. PROVIDE 12" WIDE x 8"THICK , = C' <br /> � ■ DRAIN BASIN, CONCRETE COLLAR. � W <br /> � SEE NOTE 4. PROVIDE EXPANSION JOINTS ALONG ALL ��„�� ��p����� � � <br /> � EDGES OF CONCRETE COLLAR. � � � <br /> � � � � � � <br /> o � , � �i 17r�� � � � �i� ��' ���„ � <br /> PUBLi�C�EitVICES ��l� , <br /> N <br /> / •. � <br /> N �f3HTC�AGE ERflSrd6Y ��PA���'1�I�i' I <br /> / PU��I�d�C��/C� <br /> � 2 FUEL ISLAND GRADING & STORM PLAN ���� � SCA�E As SHOWN <br /> - A PllHLLC WORH.a^ PERFIST IS <br /> � C2.0 C2.2 SCALE: 1 "=10' ��°��� Know what s b@IOW. � <br /> �t ' RPl�Y�GOiVSTRUL?SOPI OA�R7t I� , DES. LK t 8HEE7 NO. <br /> U <br /> • ' PRO7ECT. APPR9YdL fOFt TNIS °R• PAH <br /> / PROJ'eCT IS C011DIT24tMAl. P'cR � <br /> � 7�� � CURRfFd7��,n�����p�L� C111 befvre you dig. �H. C2 .2 <br /> �,�� �xPaREs�_,,, H N K <br /> � <br /> � pEae�n FOR co��rRucna�H,as <br /> N ` �PICaEPdE�F; BEEPlISSUFD. nl �� F.B. OF � SHEE15 <br /> o NOTE: �-'�-�'-� °A'� MAY 30, 2017 <br /> � IF "L" DOES NOT MEASURE 1 " <br /> o ADJUST SCALES ACCORDINGLY. NOE 212016.008 <br />