|
0 0 0 0 0 0 6" STS o 0 0 0 0 0
<br /> 0 0 0 0 0 o IE 537.00 0 0 0 0 0 0
<br /> o - c� � � �n ca ti ao rn o - NOTES:
<br /> . cc co co ca cc cc T/F 541 . 76 � � � � ti �
<br /> ' w w w w w w N 8015 . 45 w w „ w w w w I . INSTALL EXTENSIONS AS REQUIRED TO FINISH
<br /> � + + + -F. + + E 66 I 4 . 26 + + I NVERT OF 6 STS, THROUGH .� + -� N 8100 �
<br /> RETAINING WALL I -6 ABOVE'� GRADE & WRAP W PLASTIC SHEATHING PER
<br /> 6" STS r' o� SPECIFICATION, SEE RC20 FOR ADDITIONAL .
<br /> EXISTING GRADE . (NORTH OF �� MHE INFORMATION ON EXISTING CB.
<br /> IE 536 .82 RETAINING WALL) PROVIDE 90° ►J, �n� T/F 532 . 31
<br /> ELEC. MH T/F 541 . 52 BEND @ END OF PIPE TO DEFLECT � J' N 80 7 . 73 2 . GROUT 24 STS LINE TO CBE2 . NO SOONER
<br /> � (2" DIA HDPE SDR 17 , N 7996. 42 E 7082 . 23 THAN 3 WEEKS AFTER PLACING FLOOR FILL
<br /> DRISCOPIPE 1000 OR CBN3A E fi614. 26 E WATER TO PAVEMENT . CBN6
<br /> MATERIAL . ALLOW 2 MIN . BETWEEN BQT .
<br /> E N 7993 .86 N 7988 . 46 T/F 538 . 61 CBN3 2' IE 524 . 9 T/F 538 . 21 Z�„
<br /> APPROVED EQUAL . 4 E 6370 E 6397. 1 h'D 2" DIA HDPE PIPE N 7999 . 83 MHE sq �4, OF PIPE AND BLOCKOUT .
<br /> CBNI TYPICAL) N 7999 .88 T/F 540. 7 pF E 6868 .37 T/F 532 . 14 N o
<br /> MHNI E 6473 . 68 N 7999 88 10'-0 s 3 . SEE RC20 8� RC21 FOR ADDITIONAL INFORMATION
<br /> N 7988 . 86 T/F 536 .0 T F 540.37 RETAINING WALL BN4A BN4 N 7993 . 86 N 8062 . 77 ► , ON EXISTING CB & MH.
<br /> E 6009 . 1 N 7999 , 83 IE 529 . 54 � E 6519 . 06 N 79 6 T/F 537. 3 T/F 540. 6 E 7013. 27 `�
<br /> 2" DIA HDPE PIPE N 7999 � 78 E 6670 N 7999 . 90 N 7999 . 92 E 6970 SEE NOTE I IE 529. 0 4 . SEE C506 FOR STS AND SAN SEWER SCHEDULE
<br /> � - - E 6040. I 2 ,�. . ,
<br /> N 7988. 86 E 6287. 71 " �� E 6734 . 76 E 6818 . 06 2" DIA HDPE PIPE
<br /> E 6006 . 15 � � - - -18" STS - - - - - - - - - 18" STS - - - - - - - - - - - - - - - - - - • � T - - - - -18" STS 12" STS "
<br /> - - - - - - - - - - - - - - - - - E INSPECTION DEPART-
<br /> 5 . THE BOEING EVERETT FIR
<br /> 18 S S MENT (342-2266) SHALL BE NOTIFIED 24 HOURS
<br /> + � FH IZ" F I " F PIV F PIV IE S 3 .31 12" F FH ��* 18" STS FH N 8000 IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING, �
<br /> N 7988�. • PIV PIV T/F 539 . 09 PIV � TBFS 533 , 5 AND HYDROSTATIC TESTS ON THE FIRE PROTEC-
<br /> N 7988.86 PIV MHN3 � � TION SYSTEM. THE MAXIMUM DURATION OF A
<br /> E 6004 .07 N 7987 , 36 N 7993. 86 CBN2 N 7987 36 36 N 7988 .48 6" STS N 7988.86 N 7987.36 MHN2 T F 5 . 28 N 7999 . 83 SYSTEM CLOSURE IS 8 HOURS UNLESS SPECIAL
<br /> ,� E 6007 . 67 T/F 538 . E 6252 76 E 6372 , 88 ,� ,�E . 76 CO E 6462 . 54 E 6787 . 76 E 6942 . 76 T/F 532 . 34 � E 7105.01 PERMISSION IS GRANTED BY THE FIRE CHIEF .
<br /> E 6070 _ , � CBN8 (3� MAX CBN9 7 , 36 �, N 7999 .48 N 800 .
<br /> N 7999 . 8 N 7987 . 3 � � � � SLOPE) T/F 541 , 1 E 6636 . 43 �- E 705 87 ,
<br /> `" � � E 6187 .6 E 6375 . 76 - N T/F 541 . 1 � ,� � I TYP E 7049 . 17 CBE 6 . A CONTRACTOR S MATERIAL, AND TEST CERTIF-
<br /> � ; ; N 7916 .87 N 7916 . 87 � � ,� : T/F 544. 75 ICATE WILL BE REQUIRED UPON COMPLETION OF
<br /> N 7605. 96 N 7909 . 62 �� � _`n � � CBN7 � � E 6593 . 97; ; ; � = =
<br /> E 5993. 67 E 6004 .07 � ; ; E 6473.83 � ao � ao oc, CI00 C500 N 7909 , 34 THE TESTING. THE CERTIFICATE MUST BE SIGNED
<br /> a, � T/F I , I . . . . . . . . . . � � . � . . � , . S , 5 E 7054. 43 OFF IN THE FIELD BY THE BOEING EVERETT
<br /> N 7898 . 86 MHW7 N 79 .87 ` � � � � � � • � � � �. • . MHE7 FIRE DEPARTMENT PRIOR TO COMMENCING ON
<br /> T F 537 . , E 64 . 13 � 12" CMP, L� DRAIN . .12" CMP LOT . RA�I " I " MP� DR dN � T/F 545. 23 ADDITIONAL WORK ON THE FIRE SYSTEM.
<br /> �, E 6004 . 7 N 7$79. 11 . � . . . . . . . . . N 7878 .94
<br /> I 2 F � .�Q�S 7 � . ��. . '. : , � , � � � � � • � � � ' � � �OVER PLATE DRA I N L�I NE 8� CBN7 & ; � � � � � � � � � � � � � � � � � � � � " " E 7 5 I . 03 7 . P I PE J01 NTS MUST BE LEFT EXPOSED DUR I NG �
<br /> P I „ � � . . , " . " . . . � . � CBN8. UI�.E.R THE ECEVATED. FREEZER .+. : . . , � . � � � . � + . � . � . � + , � . � . �+ 12" STS N 7900
<br /> „ � . , . � . , . � � . . . . . • . • . • . � HYDROSTATIC PRESSURE TE�ST ,
<br /> 6 C �� � � � � " � PAD, . SEE DETAI.L f ON A452 � � � � � � � � � � .. . , C E7
<br /> EE C502 6 � ��\\\\� � ��\\\ � � " N 7 . � IO 8. FOR LOCATION OF TURNSTILES AND DOWN-
<br /> N 06.50 � � ' E 7053. S P O U T S. S E E C 5 1 0 D E T A I L I
<br /> E 6 4 .82 � � SEE M630 SEE IMIII CBNIO CBNII CBN12 o SEE IM114 , ��F 9 . FOR TYPICAL HORIZONTAL & VERTICAL
<br /> �, 2 SEE IMI10 SEE IMIII FOR CONTINUATION T/F 541 . 1 T/F 541 . 1 T/F 541 . 1 � FOR CONTINUATION �` / 535 2 THRUST BLOCK DETAILS SE�E 2 8� 3 ON C504
<br /> FOR CONTINUATION FOR CONTINUATION FOR CONTINUATION N 7916 . 86 N 7916 . 88 N 7916. 87 ;r, -� N 7872 . 56
<br /> � E 6619 ,04 2 E 6734 , 82 E 6930 .37 � 0 7818. 36 E 7082 . 20 10 . FOR TYPICAL FIRE HYDRAN,T ASSEMBLY &
<br /> , � C SEE CI00 C502 TYP @ FIRE LINES ; 7067. CBE PAINTING DETAILS SEE 1 8� 8 ON C504
<br /> EE M630
<br /> CBE2 � m . = T/F 544 . 9
<br /> F R CONTIN ATION N 774752Q0 " N Z � N 7760 . 86 II . FOR TYPICAL POST INDICATOR VALVES &
<br /> 2 E 7053. 98 PAINTING DETAILS SEE 4 , 5, 6 8� 7 ON C504
<br /> E 7046 . 13 � _ � N CBE�
<br /> F E 538. 50 NOTE ; FOR CBN7 - CBN12 USE CONCRETE SEE NOTE I � T F 4 .
<br /> + STS + �gW + + I NLET N0. �'0 I PER DES I GN SPEC I F I CAT 1�7 + + -I- -I- -� ; �- �, , � -I- N 7800 �77g2 .46
<br /> E 7078 .47 „
<br /> � T/F 544 .8 FOR CITY OF EVERETT OR APPROVED EQUAL . • N MHE PIV * = POST INDICATOR �VALVE W I BYPASS
<br /> s � _ i '� N 7754 .08 -
<br /> � � E 6053.02 ' T/F 545 . 0 AROUND GATE VAUVE UTILIZING KEY
<br /> Q � � , � , N 7724 , 36 OPERATOR VALVE �TO DETECT LEAKAGE .
<br /> SEE IM115 E 7054 , 08
<br /> �' . ' � . FOR CONTINUATION /F 545 . 10 - HE�
<br /> . , ., �.� ' F 535 . 29 ,�
<br /> � -,, ��� � ,� " ��j�' N 7724 .23 48 STS �
<br /> = E 7046 , 01 � �
<br /> � 15 STS \ ; ; �
<br /> MHW 2" HDPE
<br /> T/F 539 . 6 � . • . E
<br /> N 7739 . 0 "' �� .
<br /> E 6039 . 7 o I 8. S T S � + + -F. + + -I- �- + -� . � . -f- N 7700
<br /> � - �
<br /> � � � � , � . ` 40-56 BUILDING ADDITION SEE IM119 ,
<br /> FOR CONTINUATION \ • RETAINING WALL
<br /> � � � FINISH FLOOR ELEVATION 545 . 5 �� . NOTE : NEW SANITARY LINE
<br /> MHW °� , � , UNLESS OTHERWISE NOTED : � � RELOCATED TO APPROX, 60'
<br /> T/F 541 .09 � . " � � CBW :
<br /> � N 7605. 90 � ' , � T F 540 . 9 ,- N� " � EAST OF BLDG . FACE .
<br /> E 6039 . 72 ' . • � � �- FOR PROFILE SEE SHT C503
<br /> . N 7605 .86
<br /> N 7614 . 62 � � � � E 6053 ~ � �
<br /> • � o
<br /> ,. , . . . . , oc3 �
<br /> 0
<br /> E 6009 .07 � -
<br /> w
<br /> , w
<br /> N ,
<br /> N 7604 . 62 FOR 6" GAS 8� 6" AIR SEE � . �
<br /> E 60 I 4.07+ �I 8" STS I MR25 FOR CON�+NUAT I ON -�- -}- -�- -� -}- + + -�- , u .
<br /> + N 7600
<br /> �-
<br /> Q N
<br /> MHW4 . ,�
<br /> N/F7 5 I . 8 �' 6„ � . , , ,
<br /> . E 602 04 6" A FOR CONTINUATION ,
<br /> SEE SHEET CI01
<br /> � � CBE4
<br /> � : � ; T/F 538.5 M �T� N �l TES . �
<br /> ��
<br /> z � N 7564 . 36 D E 0 L. 0 �
<br /> �, � .� � � N E 707�. 6 I
<br /> - � - 1 '' SAWCUT EXISTING ASPHALT PAVEMENT
<br /> � 6" VALVE W/VALVE BOX � 7 FOR SUMP EXCAVATION. CUT EXISTING
<br /> � USE N I BCO F 6 I 9 -�LANGED + + -I- -� -F' -�' -I' -F'
<br /> `� CLASS 125 GATE VALVE � 6" SEWER PIPE TO INSTALL NEW PUMP
<br /> CI00 C500 STATION (SEE C100).
<br /> \ � 2� SAWCUT EXISTING ASPHALT PAVEMENT
<br /> MHE3 FOR PIPE TRENCH EXCAVATION.
<br /> 8�� � 6" A REMOVE EXIST 6" G T/F 541 . 64
<br /> AND REPLACE W/ 8" G N 7481 . 33
<br /> E 704fi .04 3. PROTECT EXISTING UNDERGROUND .
<br /> � UTILITIES TO REMAIN DURING
<br /> CONSTRUCTION OPERATIONS, UNLESS
<br /> NOTED OTHERWISE.
<br /> NORTH SITE P �AN � ' � i � ' � �
<br /> SCALE : I "=40 '-0 ' v �
<br /> ISSUED FOR PERMIT 728 134th Streek SW � Suite 200
<br /> Evereft. Washington 98204
<br /> �7. � 8. � 7 Ph: 425 741-3800
<br /> www.reidmiddleton.com
<br /> � �Copyright 2,�017 Reid Middleton, Inc. �
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVIS10N SYMBOL DATE
<br /> .g� A. DA� ACCEPTABIUTY R. cozoN o�.,8.,� DEMOLITION PLAN W2572915 � 07.18.17 -
<br /> - AS RECORD DRAWINGS SSOE 02.10.94 �' oF �'Asfll rs THIS DESIGN AND/OR CHECKED
<br /> �w `�'� SPECIFICATION IS APPROVED P. CROCKER 07.18.17 SHEET
<br /> A WSTALL 4" DRAIN/SUMP/STOP DRAIN TDO R.Z. 10.03.96 � ��� � � APPROVED BY DEPT. DATE PN CROCKER 07.1g,17 TITLE IRC - WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE -
<br /> BO�,�� CHECKED c � o o R
<br /> B IRC ADDITIONAL FREEZER SPACE 576360-00 MA BAO 06.29.07 B U I L D I N G 40-056
<br /> ti " � JOB N0. COMP N0.
<br /> � 51549 `fi' APPROVED
<br /> C IRC - WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE W2572915 RMI MAD 07.18.17 0��` ��,�I{�,��`���G��v W2572915
<br /> APPROVED DWG N0.
<br /> Ss'O�T�L �'~ -��,f-s STRUCTURAL MASTER EVERETT, WA 40-056-C1pOR
<br />
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