|
�EGEND
<br /> B
<br /> 0 0 0 0 0 0 0 0 0 0 0 0 � ASPHALT PAVEMENT
<br /> 0 0 0 0 0
<br /> O — N I'7 � t,f') cD f� GO � O —
<br /> c0 cG c0 c0 tG cD c0 t� tC c0 I` (�
<br /> w w w w w w w w w w W FOR CONTINUATION OF W
<br /> + FOR GUARD SHACK CONDU I T+ + + + + + I + �' -I- -I- FENCE AND INSTALLATION -� N 8100
<br /> SEE SHEET YDE4B S I LTAT I ON FENCE OF CONDUIT IN THIS
<br /> AND FENCE EXTENSION (ELECTRICAL MANHOLE C30 C501 LOCATE AT LIMITS OF PERMANENT 6 ' FENCE AREA SEE
<br /> SEE 4 TYPICAL) PAVEMENT REMOVAL ON TOP OF WALL 6
<br /> � C PERMANENT 6 ' FENCE 5 C30 C510
<br /> C30 C510 • E TYP I ON TOP OF WALL � MHE8 • E
<br /> �� 30 C501 C30 C500 RETAINING WALL STAIRS C30 C500
<br /> s � 5 � GENERA� f� OTES
<br /> � FOR T/W ELEVATION 40'-0 � MHE9 85 -0
<br /> 60 -0 i
<br /> CBNI � � MHNI SEE SHT C40 X x x � CBN4A 177'-8 CBN4 g5 '-g 83 '-
<br /> 58 -0 114 -8 CBN3 CBN3
<br /> (TYP 4 PLACE i , ALL AREAS NOT INDICATED TO BE CONCRETE PAVED
<br /> r x x x x x X X x X X X x -X X x x X X X x X X X X x X X x X X X X X X X x X X x x x � CBN5 TO BE FLEX I BLE PAVED PER
<br /> X ; ,- e — ROOF — ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - — D
<br /> + �' ; : / �% ' -�- -}- -�- ,�''�' + N 800
<br /> �,�-�; � ,';�� � t �FH � �:�- C30 C500
<br /> CB 2 D ; ,� �, � .e- , ,;FH
<br /> " 51 '-10 108'-5 CROSSWALK CONCRETE PAD CBN6 MHN2 MHN3
<br /> 30 C501 3 �OL�,RDS
<br /> 2 , EPDXY GROUT INTO I "� HOLES IN PLACE OF
<br /> _ 64'-6 5 '- (SYM) � � ���� 2 520'-0 88 '-2 _ EMBEDMENT @ CONTRACTOR' S OPTION
<br /> x N T IR EE � 330'-0
<br /> 0' 0 EINFORCEMENT x
<br /> _ SEE WALL R
<br /> ��
<br /> - STAIRS F/S284 SEE WALL
<br /> H S 0 ` CBNII REINFORCEMENT
<br /> __ . __ _,.. CBN7
<br /> '- - � . TYP , SEE SHT SI2 CBNI2
<br /> .
<br /> _ : -::.
<br /> _ _ .
<br /> ___ . _ . __ ..
<br /> X 24 25 0 w � � 3 ' _ _ __ ; ; _ CBEI X A/C500
<br /> A . . _ _ .
<br /> S I � I - 40 -0 w �� 22.5' `� CONQRETE APRON
<br /> �- m a ' FFE=545 , 5 :
<br /> ; �
<br /> ,
<br /> C30 C I I _ �n . . ;_. _. : _. . , _ _ __ _ ___ __ ___ _� . ; ,
<br /> x � 30'=0 I 5' o : � `° � .l�t`: � • , : , , , ` ONCRETE DOCK , MHE7 X
<br /> �S I DE TYP � o CB1�8 � CB�19 + . CBN I 0 + � +, ; r + =C , , -f- N 7900
<br /> .
<br /> �
<br /> , � `
<br /> T SEE SI !-S14, � ' ,
<br /> X� � � _ _ � � , � :,
<br /> � \ � � o X 0 B
<br /> 0 0 12' FENCE �\�`�` ` ` \ \ \ \�\�� \ \\��\ � �
<br /> � -� MHW7 STAIRS EE SLAB CONSTRUCTION STAIRS SEE CONCRETE PAVING = o N
<br /> " "' � SHT S I 0 FFE -541 , 30„ SHT S I I TYP I CAL , SEE E TOWI OF STA I RS EL=536 . 00 � z � CBE7 MHE6A C 0 N STR U CTI 0 N N OTES
<br /> L x x o C O O R D I N A T E E Q U I P M E N T � D O O R O P E N I N G D U M P S T E R P A D � -6 X 1 6 X�1 2 T N C30 C500 � o
<br /> � - I N S T A L L A T I O N W/S U P P L I E R & D U M P A R E A CONC PAD W/#5 @ 1 2 O C A B I c�
<br /> " � U S E I - 3/4"� A B @ E A C H EW T & B & & z ¢ X /
<br /> � ASPHALT PAVEMENT PER SECTION D C500
<br /> 5 0 0 G A L T A N K w E Q U I P M E N T L E G B A S E � F F E 5 4 5 , 5 0 C 3 0 S 2 8 8 C 3 S 2 8 8 C 3 0 5 2 8 8 R A I L " � �
<br /> SEE SHT SIO #2 @ WAL
<br /> FND SEE ,2/C5 I 2 � 9 M I N EMBED) '-p ' � �MATCH EXISTING ASPHALT ELEVATION PER
<br /> 9 -6X I 3 -4 P I T x �SEE NOTE #2) D , x SECTION 6/C500
<br /> TOW 539 , 6 + STAIRS SEE � & u I RAIL .� SLAB_CONSTRUCTION + + + + °�- -}- -}- 15-}-� N 7800
<br /> \ C30 S288 C30 S288 & C30 S288 @ WALL FFE -539 , 00
<br /> CBE6 �INSTALL CHAINLINK FENCE ALONG WEST AND
<br /> g Q I '-6 CONCRETE SLAB CBE2� 14'-2 SOUTH OF COMPRESSOR PADS PER DETAIL
<br /> MHW6 C CRETE W/#7 @ 12 OC DOOR GUARD TYP o 10/C504. SEE PLAN FOR DIMENSIONS.
<br /> N � o TOW OF STAIR @ ELEV 539 , 6 EW T & B oO SEE ( ) 4'-6 22 '-6 � g
<br /> '� " � v r�- 40-56 BU I LD I NG ADD I T I ON o 2 I '-4 TY . Q � X �INSTALL 8 BOLLARDS ALONG WEST AND
<br /> Q SLAB CONSTRUCTION N TYP , � MHE6
<br /> U, �� 10" CONCRETE SLAB FINISH FLOOR ELEVATION 545 , 5 C30 C500 � " NORTH OF COMPRESSOR PADS FER DETAIL
<br /> X � ' c� � W/#4 @ 18" OC UNLESS OTHERW I SE NOTED : CBE , X 2/C500. SEE PLAN FOR DIMENSIONS.
<br /> � � N EWT & B
<br /> WALL, SEE MHE5 �, N BOLLARDS SHALL BE SPACED APPROX. 6"
<br /> � \ � SHT C501 � FROM PROPOSED FENCE
<br /> � � Q + � CONC PAD FFE MHE4 X • E
<br /> � �, � � + + -�- � � � 545 , 50 SEE -� : , � -F N 7700
<br /> � 2 w � SHT S I 9
<br /> x � � � � --C30 -5761 = � � o x
<br /> � � ,
<br /> � o � � . DOOR OPENING � � o
<br /> � S I X � `V & D U M P A R E A , �o � � �
<br /> C30 , 7 � O° (
<br /> X CBW3 2 '-p � '
<br /> � � �
<br /> �-
<br /> - � '
<br /> �3° �5° ' X RE�ERE�ICE DRAWIf� GS
<br /> X � - EE WALL REINFORCEMENT �
<br /> MHW5 - � i /C500
<br /> + �} STA I RS S E E � ETA 1 N I NG WA L L + + -F' + -�" + -I" -�' + -I- 600
<br /> �" SHT S20 OR T/W ELEVAT I ONS SLAB CONSTRUCT I ON "
<br /> MHW4
<br /> E C40 10" CONCRETE SLAB C3 C500 SYM
<br /> 7 W�#4 @ 18" OC
<br /> X EW T & B x
<br /> 6 '- I
<br /> FOR CONTINUATION
<br /> CONC, PAD SEE SHEET C3I • 40 20 0 20 40 80
<br /> PIPE GUARD SEE RETAINING WALL CBE4
<br /> SEE C40
<br /> SEE (SIM) B FOR T W ELEVATIONS SCALE: 1 "=40'
<br /> �
<br /> � C30 C500
<br /> C30 C500 .
<br /> ` DD CC C G L Q S,
<br /> CONC PAD 5'-6xI6 '-Ox0 '-I0
<br /> 3 TYPf-8'-0 O,C, FFE 542 , 30 + '�' + + + + + �- + N 7500 io
<br /> � 10 11 12 13 14
<br /> O � � � 9
<br /> \ � 15 16 17 18 19
<br /> FH 8
<br /> �
<br /> � � N 20 21 22 23 24
<br /> 7
<br /> 25 26 27 28 29
<br /> s
<br /> 30 31 32 33 34
<br /> � � 5
<br /> 35 36 37 38 39
<br /> � � �
<br /> ����n�� �������� � ! � B 4
<br /> , 40 41 42 43 44
<br /> �' �� ' SITTS & HILL 3 �
<br /> � .� ..�.�.� �3 ,. -/S" �` � 45 46 47 48 49
<br /> PUB IC SERV!,ES oATE �� E N G I N E E RS I N C. �
<br /> • � pua�.ic wo��� ' 50 51 52 53 54
<br /> EROSiON DRAINAGE � pEPARTMENT CIVlL ■ STRUCTURAL ■ SURVEYING �
<br /> A PUBLIC WORKS PERMIT lS f2EQUikEDPRlOR 1 7' 95276 � Y Y RS 2.2.�.1 .2 4815CENTERSTREET � TACOMA,WA.98409 55
<br /> CI7Y ElVGINEER TO STARTiNG ANY CONSTRUC7lqN QN TN►S � PHONE:(253)4749449 ( FAX:(253)474-0153
<br /> PROIECT. APPROVAC FOR THIS ?ROJECT IS P E R M I T S U B M I TTAL
<br /> �O��� ^ I �� ���� CONOITiONAL PER CUR ENT STA�lDARDS http:l/www.sitts-hill-engineers.com/
<br /> <� AND EXPIRES�;�U�':ESS PERCa11T I
<br /> J n I �oR C0�lST�ZU�TION was SEEN �ssu�e OG`�G.� c Project No.: 16,583 Project Mgr.: WJJ K EY P LA � I �
<br /> SCALE ; I "=40'-0 �v v v `� . SCALE: NONE Iv �
<br /> Proj. Engineer. DCD Proj. Drafter: KLK �
<br /> 0
<br /> �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o
<br /> ACCEPTABILITY C. 0 CONNOR 6.14.91 0
<br /> AS RECORDED DRAWINGS SSOE 02.10.94 `� ���� THIS DESIGN AND/OR �HE�KEo NORTH SITE PLAN ���952�6 B 06.26.15 �
<br /> ,��,�' , ,� 'y' SPECIFICATION IS APPROVED R. MADDOX 6.14.91 sHEEr �
<br /> A ADD 6) FOUNDATIONS BAB WRL 12.21.06 BOE,� ,r � � � �� �`�' APPROVED eY DEPT. DATE C. 0'CONNOR 6.14.91 TITLE IRC-WBS 2.2.3.1 .2 - 40-56 COMPOSITE FREEZER INSTALLATION �
<br /> �
<br /> B IRC—WBS 2.2.3.1.2 — FREEZERS 17195276 SITTS DCD 06.26.15 CHECKED 3 O O
<br /> R. MADDOX 6.14.91 �,
<br /> �,� -�r�' APPROVED B U I LD I N G �0-056 JOB N0. COMP N0. �
<br /> ����"�a�. r.�<�� ���°�� 910475 Q
<br /> . :�� a,PPRovEo CIVIL MASTER EVERETT, Wq owc No. 40-056-C30
<br />
|