|
0 0 0 6" STS
<br /> o � � M a o IE 537. 00 0 0 0 0 0 �
<br /> `D `� � � T/F 54 I . 76 � � � � � ,� NOTES:
<br /> W W W W I . INSTALL EXTENSIONS AS REQUIREd TO FINISH
<br /> " �"' �" -I- � + -� E 66 I 4. 26 + � I NVERT OF 6" STS THROUGH � � � � GRADE 8� WRAP W PLAST I C SHEATH I NG PER
<br /> 6" STS R E T A I N I N G W A L L I 6 A B O V E� �'�J oy � N 8 1 0 0 SPECIFICATION ./ SEE RC20 FOR ADDITIONAL
<br /> EXISTING GRADE . (NORTH OF MHE
<br /> IE 536.82 � INFORMATION ON EXISTING CB.
<br /> ELEC. MH / RETAINING WALL) PROVIDE 90° J, �n T/F 532 . 31
<br /> � T F 541 . 52 BEND @ END OF PIPE TO DEFLECT � � N 802 . 3 2 . GROUT 24" STS LINE TO CBE2 . NO SOONER .
<br /> (2" DIA HDPE SDR 17 , N 7996. 42 WATER TO PAVEMENT . E 7082 .23 THAN 3 WEEKS AFTER PLACING FLOOR FILL
<br /> DRISCOPIPE 1000 OR CBN3A E 6614. 26 E CBN6 MATERIAL . ALLOW 2 MIN . BETWEEN BOT .
<br /> E APPROVED EQUAL . 4 E 6390 86 N 7988. 46 T/F 538. 61 CBN3 2° IE 524 9 T/F 538 . 21 OF PIPE AND BLOCKOUT .
<br /> CBN I TYP I CAL) E 6397 . I N 7ggg ,gg T F 540. 7 , ti�/' 2" D I A�HDPE P I PE N 7999 .83 MHE �� �� Sq Q�,
<br /> T F 536 . 0 MHNI E 6473 . 68 � 0 10 -0 F E 6868 .37 T/F 532 . 14 N � 3. SEE RC20 8� RC21 FOR A ITI NA I F
<br /> N 7988.86 � �� IE 529 . 54 T/F 540. 37 RETAINING WALL N 7999 .88 DD 0 L N ORMATION
<br /> E 6009 . 1 N 7999 . 83 0 0 E 6519 .06 BN4A BN4 N 7993 . 86 N 8062 . 77 ► ON EXISTING CB & MH.
<br /> E 6040. 12 2" DIA HDPE PIPE N 7999 . 78 � E 6670 6 N/7999?90 N/7999�92 E 6970 E 7QIEE NOTE I � IE 529 . 0 4. SEE C506 FOR STS AND S' N SEWER SCH
<br /> N 7988. 86 E 6287, 71 ��� � ��
<br /> A EQULE
<br /> . E 6006 . 15+� � - - - - - - - - -18" STS 18" STS - . ° TE E187�STS6 - - E 6� 8.S S _ _ _ _ _ _ _ _ I _ � _ _ ` 2" DIA HDPE PIPE 5 . THE BOEING EVERETT FIRE INSPECTION DEPART-
<br /> �� P V* » 8 S S N 8000 MENT (342-2266) SHALL BE NOTIFIED 24 HOURS
<br /> e FH 12" F I " F PIV F PIV IE 5 3 .31 12 F FH 18 STS FH CBN5 IN ADVANCE OF ALL VALVE CLOSURES, FLUSHING,
<br /> N 7988�. 3 PIV PIV T/F 539 .09 PIV . AND HYDROSTATIC TESTS ON THE FIRE PROTEC-
<br /> E 6004 ,07 N 7987.36 N 7993. 86 CBN2 N 7987 36 N 7988 .86 36 N 7988 .48 .� N 7988 .86 N 7987. 36 PIV MHN2 MHN3 T/F 533. 5 TION SYSTEM. THE MAXIMUM DURATION OF A �
<br /> ,1 E 6007 . 67 E 6372 .88 ,� ,�E 6 78. 76 CO E 6462 .54 6 STS T F 5 . 28 N 7999 .83 SYSTEM CLOSURE IS 8 HOURS UNLESS SPECIAL
<br /> E 6070 T/F 538, E 6252 76 (3� MAX CBN9 N 7 . 36 � E 6787 . 76 E 6942 . 76 T/F 532 . 34 N 800 .8 E 7105.01 PERMISSION IS GRANTED BY THE FIRE CHIEF .
<br /> - N 7999. 8 N 7987 . 3 � � �' �BN� SLOPE T F 541 . 1 � N 7999 .48 E 705 .87
<br /> `�' � � E 6187 .6 �, E 6375. 76 � � T/F 541 . 1 � � � E 6636. 43 �, E 7049 . 17 CBE 6 . A CONTRACTOR'S MATERIAL AND TEST CERTIF-
<br /> N 7605. 96 N 7909 . 62 �� = � � N 7916 . 87 N 7916 .87 � � ,� � � TYP
<br /> °� = `` � CBN7 0o ao E 6593 , 97; _ _ � ; ; T/F 544. 75 ICATE WILL BE REQUIRED UPON COMPLETION OF
<br /> E 5993. 67 E 6004 .07 � ; , E 6473.83 � a, � � � CI00 CS00
<br /> 00 � T/F I . I . . � . . . N 7909 . 34 THE TESTING. THE CERTIF'ICATE MUST BE SIGNED
<br /> N 7898 .86 � � . N 79 . 87 � � • � � , ` � . � � , � . � � � � � , � � , . � ' �. ' � OFF I N THE F I ELD BY THE BOE I NG EVERETT
<br /> MHW7 , E 7054. 43
<br /> T F 537. , E 64 . 13 ' I2" CMP. L� DRALN � ,12" CMP LOT. RA�I " ' � 12" MP� SL DR IN � � " MHE7 FIRE DEPARTMENT PRIOR TO COMMENCING ON
<br /> � 12" F E 6004 . 7 N 7$79. 11 , � � , . �. � . , . � � ,. , . . •� � , . . T/F 545. 23 ADDITIONAL WORK ON THE FIRE SYSTEM.
<br /> PI � �025 . 7 � � � . _ . � . . ,. . . . : � . COVER PLATE DRAIN L�INE & CBN7 &� ; � � � � � . . . . . . . . . . . . . . . . . N 7878 .94
<br /> CBN8. U�E.R THE �ELEVATED. FREEZER , , � � � � � � � � � � I2" STS E 7 5I . 03 7 , PIPE J01NTS MUST BE LEFT EXPOSED DURING
<br /> 6 C � � � '+� . � � ' � � � � + .� � . N 7900 HYDROSTAT I C PRESSURE T ST .
<br /> 6 C � . � . . � , : • . .. : . . . � � � , � ' PAD, . SEE DETALL f ON A452 " � � . � � . � � . " � . " � • " � � . " . . " , " , ' ' ' � , . . � C�E7 �
<br /> E E C502 � .. .. .\ �� � �. . � , .
<br /> R CONT . ��\\\\� � ����\\ � � " N 7 . � IO 8. FOR LOCATION OF TURNSTILES AND DOWN- .
<br /> E 6 �4 .8� � 6 � 2 SEE 630 SEE IMIII CBNIO CBNII CBN12 � , ' E 7053 . 9��E SPOUTS. SEE C510 DETAILI
<br /> "' FOR ONTINUATION SEE IMI10 SEE IMIII FOR CONTINUATION T/F 541 . 1 T/F 541 . 1 T/F 541 . 1 o SEE IM114 T/F 535. 2 9 . FOR TYPICAL HORIZONTAL � VERTICAL
<br /> � SEE IM 10-IOa
<br /> FOR CONTINUATION FOR CONTINUATION N 7916.86 N 7916.88 N 7916. 87 � FOR CONTINUATION � '� � N 7872 .56 THRUST BLOCK DETAILS SE'�E 2 8� 3 ON C504
<br /> FOR CO TINUATION E 6619 .04 2 E 6734 .82 E 6930 , 37 - 0 7818.36 E 7082 . 20
<br /> 10. FOR TYPICAL FIRE HYDRANT ASSEMBLY 8�
<br /> `� S M 6 3 0 SEE CI 0 0 C 5 0 2 TYP @ FIRE LINES , m = 7 0 6 7 . T/F 544 . 9 P A I N T I N G D E T A I L S S E E I 8� 8 O N C 5 0 4
<br /> , O R O N T I N A T I O N C CBE2
<br /> T/F 5 4 5.0 0 �, N 7 7 6 0. 8 6 I I . F O R T Y P I C A L P O S T IN DI C�TOR VALVES 8�
<br /> N 7747 .23
<br /> �- ' E 7053 .98 P N N D T L S 7 ON C 4
<br /> 3 4 FFE 8 . 50 E 7046 . 13 � � � N CBE �
<br /> 5 � + � NOTE : FOR CBN7 - CBN12 USE CONCRETE SEE NOTE I � T F 4���. 12 . SEE DETAIL 3 ON C502-I FOR TYPICAL PUMP
<br /> � �� STS TBW 544 . 8 FNLE T N0. �#'Q I PER DES I GN SPEC I F I CAT I�'J -� � -�- -�- -� ; �- ,� . � -#- N 7800 �77g2 .46 D I SCHARGE STAT I ON .
<br /> � / � OR CITY OF EVERETT pR APPROVED EQUAL . �
<br /> E 7078 .47
<br /> J' '" N 7754 . 08 � MHE
<br /> o � . T/F 545 .0
<br /> � � �' E 6�53 .02 • `�' � '
<br /> �
<br /> SEE IM115 � � N 7724 , 36
<br /> �' � " � � , FOR CONT I NUAT I ON MNE , , E 7054, 08 � P I V * - AROUND NG�ATE T�ALVE LUT I WI Z IING BKEY SS
<br /> � ' • � ��"�-.' T/F 545. 10 - - HF 535 . 29 OPERATOR VALVE TO DETECT LEAKAGE ,
<br /> ,�
<br /> = N 7724 .23 48�� STS
<br /> � 15 STS \ E 7046 . 01 , � � . .
<br /> MHW �
<br /> T/F 539 . 6 � . . - E 2° HDPE
<br /> N 7739 . 0 "' �� .
<br /> E 6039 . 7 o I 8. STS � � � + .+ + .�. � -}- �- � � �- N 7700
<br /> _ M . � � . . . �
<br /> vz � . . � . . ,
<br /> � • . • � 40-56 BUILDING ADDITION FOR CONT9NUATION � - �` � ` RETAINING WALL �
<br /> MHW � � FINISH FLOOR ELEVATION 545. 5 .. . .
<br /> UNLESS OTHERWISE NOTED:
<br /> NOTE : NEW SANITARY LINE
<br /> T/F 541 . 09 . � � � . � . � � RELOCATED TO APPROX. 60'
<br /> �BW EAST OF BLDG. FACE .
<br /> N 7605 . 90 �'., :N�
<br /> E 6039 . 72 • , . � � T/F 540. 9
<br /> N 7605. 86 ' � ' � ' FOR PROFILE SEE SHT C5 3 CONSTRUCTIO �J NOTES .
<br /> N 76 I 4 . 62 � � � � � . E 6053 � '- " � �
<br /> E 6009 . 07 . � ` .
<br /> z •
<br /> w - 0O 1,- INTERCEPT EXISTING 6" PIPE AND PROVIDE PUM
<br /> "' � DISCHARGE STATION (SEE DETAIL 3/C502-1).
<br /> N 7604 . 62 FOR 6" GAS 8� 6" AIR SEE • �
<br /> E 6Q I 4. 07-}- � „ I MR25 FOR CON�{+NUAT I ON -}- -}- -�- -� -}� �}- �- -}- ~ . -I- N 7600
<br /> I 8 STS "' 2� PROVIDE 15LF 3" TYPE "K" COPPER. REPAIR
<br /> MHW4 �° . N . � • ASPHALT PAVEMENT (SEE DETAIL 2/C502-1 ) �
<br /> T/F51 . 8 �' 6�, � . .,
<br /> REMOVED DURING TRENCHING. SEE DETAIL
<br /> N 7 � " � 1/C502-1 FOR TYPICAL PIPE TRENCH SECTION.
<br /> E 602 04 6" A FOR CONTINUATION �
<br /> � SEE SHEET CI01 3�- CONNECT TO EXISTING 8" SEWER MAIN WITH 4"
<br /> `` CC '��' T/F4538 , S TEE TAP SADDLE.
<br /> �
<br /> �, � . . ; z 'J- N 7564 . 36
<br /> - � � N E 7078. 61 4,- PROVIDE 20LF 4" PVC C� 1 .0% MIN. SEE SHEET
<br /> � : 6" VALVE W/VALVE BOX oO DETAILS. ,
<br /> C502-1 FOR PAVEMENT REPAIR AND TRENCHING
<br /> USE N I BCO F-6 I 9 -�L.ANGED + -�- �- + �. + + + 7
<br /> `� CLASS 125 GATE VALVE �
<br /> C I 00 C500 5i SEE 1 M 1 10-10a FOR CO�TINUATION. PROVIDE
<br /> \ 4"X3" REDUCER.
<br /> � MHE3 5� PROVIDE 6" BACKWATER VALVE, FLAPPER TYPE
<br /> 8 � 6�� A REMOVE EXIST 6" G T/F 541 . 64
<br /> AND REPLACE W/ 8" G N 7481�3� (MATERIAL: PVC)
<br /> E 7046 .04 �
<br /> 7. VERIFY LOCATION AND INVERT ELEVATION OF
<br /> �, EXISTING PIPE SYSTEMS BEFORE COMMENCING
<br /> CONSTRUCTION OF SEWER SYSTEM. IF CONFLICT �
<br /> EXISTS, CONTACT THE ENGINEER IMMEDIATELY.
<br /> 1
<br /> NORTH SITE PLA�I ' � � o � � �
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<br /> ISSUED FOR PERMIT 728 134th Street SW � Suite 200
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVIS10N SYMBOL DATE
<br /> - AS RECORD DRAWINGS SSOE 02.10.94 �'�� �'�'����r H SC ESGN B D/OR CHEC�KED N 07.1$.17 UTI LITY PLAN W2572915 C 07.18.17
<br /> ti�'��:,,, fI`�'�� SPECIFIGATION IS APPROVED P� CROCKER 07.1$.17 SHEET
<br /> A INSTALL 4" DRAIN/SUMP/STOP DRAIN r�o R.Z. 08.24.16 � � �,�� '� ENc�NEER TITLE IRC - WBS 22.3.4.4 ROUTER VAC PUMP H20 RECYCLE .
<br /> APPROVED BY DEPT. DATE P. CROCKER O�.�H.�� � �
<br /> B IRC ADDITIONAL FREEZER SPACE 576360-00 MA BAO 06.29.07 ` - cHECKEo a O
<br /> � �`` � �UILDING 40-�56
<br /> C IRC - WBS 2.2.3.4.4 ROUTER VAC PUMP H20 RECYCLE W2572915 RMI MAD 07.18.17 � 5�s�s � APPROVED �oe No. cornP rvo.
<br /> W2572915
<br /> ��`�4�U�S��-'E�'9���� 1 .x DWG N0.
<br /> �� APPROVED STRUCTURAL MASTER EVERETT, WA 40-056-C�100
<br />
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