|
,� � _
<br /> ___ _ .
<br /> _ �__ __
<br /> �EGEND
<br /> � 90` BEND AND THRUST BLOCK
<br /> 6" F
<br /> 0 0 0 0 0 0 6" STS o 0 0 0 o FIRE PIPE
<br /> 0 0 0 0 0 o IE 537 � 00 0 0 0 0 0 8" STS
<br /> � � � � � � T/F 54 I , 76 � � � � ►� � � STORM PIPE
<br /> w w w w w w N 8015 , 45 w w „ w w w w
<br /> �- .�- .�.. -� +. +. E 66 I 4 , 26 + + I NVERT OF 6 STS ,THROUGH + 6, -I- N 8100
<br /> N 7988 , 86 N 7993�86 N 7987 , 36 » RETAINING WALL I -6 ABOVE� � o_ ��
<br /> E 6372 . 88 E 6370 E 6375 , 76 6 STS EXISTING GRADE . (NORTH OF � MHE
<br /> IE 536 , 82 RETAINING WALL) PROVIDE 90° J, �J, T/F 532 , 3I C
<br /> ELEC, MH 36 T/F 541 , 52 � �n N 8027 , 73 GE�I ERA� f� OTES
<br /> (2 DIA HDPE SDR 17, MHNI E 6378 , 76 N 7996 , 42 BEND @ END OF PIPE TO DEFLECT � E 7082 , 23
<br /> WATER TO PAVEMENT , CBN6 1 . INSTALL EXTENSIONS AS REQUIRED TO FINISH
<br /> E DRISCOPIPE 1000 OR T/F 540 , 37 N 7988 , 46 CBN3A E 6614 , 26 E T F 538 , 21
<br /> APPROVED EQUAL , 4 N 7999 , 78 T/F 538 , 6 I CBN3 2" I E 524 , 9 � MHE9 ��° � GRADE & WRAP W/ PLASTIC SHEATHING PER
<br /> CBNI
<br /> TYP I CAL) E 6287 , 7 I RETA I N I NG WALL E 6397 , I N 799g , gg T/F 540 , 7 � � �_0 y��°F 2" D I A HDPE P I PE E 6868 , 37 T/F 532 , I 4 S'��V � SPECIFICATION. SEE RC20 FOR ADDITIONAL
<br /> N 7988 , 86 T/F 536 , 0 C B N 7 E 6 4 7 3 , 6 8 N 7 9 9 9 g 8 B N g N N 8 0 6 2. 7 7 , I N F O R M A T I O N O N E X I S T I N G C B.
<br /> IE 529 , 5 T/F 541 , 1 E 6519 , 06 N 79 86 T/F 5 3 7 , 3 T/F 5 4 0 , 6 N 7993 , 86 � 7013, 27 ti „
<br /> E 6009 . 1 N �9 9 9 � 8 3 2 DIA HDPE PIPE N 7916 , 87 E 6670 N 7999 , 90 N 7999 , 92 E 6970 SEE NOTE I IE 529 , 0 2 GROUT 24 STS LINE TO CBE2. NO SOONER
<br /> N 7988 , 86 E 6040 . I 2 E 6423 , I 3 E 6734, 76 E 68 I 8 , 06 2" DIA THAN 3 WEEKS AF7ER PLACING FLOOR FILL
<br /> E 6006 , 15 - - - - - - - - - - - - - - - - - - �- - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - - - - -
<br /> + > 18" STS 18 ' STS TE 18" STS 2' STS 18" S S HDPE PIPE MATERIAL. ALLOW 2" MIN. BEfWEEN BOT. OF
<br /> FH 12" F I " F PIV PIV IE 5 3 . 31 � 2" F FH � 18" STS FH N 8000 PIPE AND BLOCKOUT.
<br /> N 7988�, • P I V T F 539 . 09 P � P I V � TB F5 533 , 5
<br /> E 6004 , 07 N 7987 , 36 N 7993 , 86 N 7987 , 36 2 TYP. N 7951 , 3 `` � N 7951 , 3 � 7988 � 48 6" STS N 7988 , 86 N 7987 , 36 MHN2 MHF35 28 N��99� 3. SEE RC20 & RC21 FOR ADDITIONAL
<br /> E 6007 , 67 �' 2 E 6308 , 4 � oo E 6375 , 4 �� E 6462 , 54 E 6787 , 76 E 6942 , 76 T/F 532 , 34 INFORMATION ON EXISTING CB & MH.
<br /> `� E 6070 E 6252 , 76 � (3� MAX CBN9 36 g E 7105 , 01
<br /> N 7948 , 3 N 7948 . 3 N 7999 , 48 '
<br /> N U, ^ � � SLOPE) T/F 541 . 1 E 6636 , 43 � E 705 87
<br /> - `1" ; CBN2 ao E 63 I I , 4 E 6378 , 4 - cr� T/F 54 I , I N 79 I 6 , 87 � � ,1 "' �- �. ( TYP E 7049 , I 7 CBE 4. SEE C506 FOR STS AND SAN SFWER SCHEDULE
<br /> 7605 , 96 N 7909 , 62 CC a, T F 538 , 2 � � � N 7916 , 87 E 6593 , 97� oo CI00 C500 T/F 544 , 75
<br /> � » � \ E 6473 , 83 � «� � � �
<br /> � � 6 STS i 09 , 34
<br /> 5993 ,67 E 6004 . 07 N 7999 , 85 � � 2 _ . . __ _ _ _ _ _ , ____ _ __ ,_ . ___ . ,____ : ._ S � 5 E 7054 , 43 5. ERE1T FIRE INSPECTION
<br /> MHW7 E 6 I 87, 68 ±50 LF � a ,, 6�� 2 ; ; ; ; ; � DEPARTM NT E342-2266 SHALL BE NOTIFIED
<br /> N 7898 , 86 r 537 , � ��" � ,zc ��° 2" CMP. L DRA�N J 2" CMP SLOT DRA I ' ' " I 2" CMP SLO DRA I N MHF 7545 , 23 24 HOURS IN( ADVANCE OF ALL VALVE
<br /> .
<br /> '
<br /> � _ _ _ _ _ __ _ ._ � __ _.. .. _ _ __ __ __ _ ._ _... .
<br /> ,
<br /> I 2" F E 6004 , 7 N 7879 , I I �. . '�`�� �S . N 7878 . 94 CLOSURES, FLUSHING, AND HYDROSTATIC TESTS
<br /> E 6025 , 7 �- 8 �,c� COVER PLATE DRAIN LINE & CBN7 &
<br /> PI 6» � . � �F CBN8 UI�!�ER THE ELEVATED FREEZER � �" Sjs E 7 51 , 03 ON THE FIRE PROTECTfON SYSTEM. THE
<br /> 6 C
<br /> PAD SEE DETA I L I ON A452 +. . �- + + � ��E� N 7900 MAXIMUM DURATION OF A SYSTEM CLOSURE IS
<br /> EE C502 ( 6 \ ����\\�� \�\\\ ���C\\ � � � ' 7 , 0
<br /> � Q 8 HOURS UNLESS SPECfAL PERMISSION IS
<br /> 06 , 50 � � SEE IMIII CBNIO CBNII CBN12 �
<br /> E 7053 , 9�E GRANTED BY THE FIRE CHIEF.
<br /> 6 4 , 82 N SEE M630 FOR CONT�NUATION FOR CONTINUATION T/F 541 , 1 T/F 541 , 1 T/F 541 . 1 �i FOR CONTINUATION �` T/F 535 . 2 6. A CONTRACTOR'S MATERIAL AND TEST
<br /> �
<br /> FOR CONT I UAT I ON C E 66 I 9 , 04 2 E 6734 , 82 E 6930 , 37 "' � E 7082�,20 CERTIFICATE WILL BE REQUIRED UPON
<br /> c� 0 78 I 8 , 36 COMPLETION OF THE TESTING. THE CERTIFICATE
<br /> SEE TYP @ � I RE L I NES ; 7067 , CBE MUST BE SIGNED OFF IN THE FIELD BY THE
<br /> `� FFE 538 . 5 CI00 C502 CBE2 m = T/F 544, 9
<br /> T/F 545 , 00 U, N 7760 , 86 BOEING EVERETT FIRE DEPARTMENT PRIOR TO
<br /> N 7747 , 23 ; z E 7053 , 98 COMMENCING ON ADDITIONAL WORK ON THE
<br /> E 7046 . I3 a � CBE FIRE SYSTEM.
<br /> + o� ,�STS + �BW + + + + + + + + SEE NOTE�I O° � �- NT� 2 469 7, PIPE JOINTS MUST BE
<br /> �j, T/F 5 4 4, 8 � L E F-f E X P O S E D D U R I N G
<br /> J' � N 7 7 5 4 . 0 8E 7 0 7 8 , 4 7
<br /> N M H E HYDROSTATIC PRESSURE TEST.
<br /> E 6053 , 02 ' � T/F 545 , 0
<br /> � N 7724 , 36 8. FOR LOCATION OF TURNSTILES AND
<br /> SEE IM115 NOTE , FOR CBN7 - CBN12 USE CONCRETE E 7054 , 08 DOWNSPOUTS. SEE C510 DETAIL 1
<br /> �' FOR CONTINUATION INLET N0, 401 PER DESIGN SPECIFICATION T�F 545 , 10
<br /> FOR C I TY OF EVERETT OR APPROVED EQUAL , 535 :29 4g" STS 9• FOR TYPICAL HORIZONTAL & VERTICAL THRUST
<br /> »
<br /> N 7724 , 23
<br /> = 6 I W E 7046 , 0 I E �8 BLOCK DEfAILS SEE 2 & 3 ON C504
<br /> 15 STS
<br /> MHW \ � » 2" HDPE 10. FOR TYPICAL FIRE HYDRANT ASSEMBLY &
<br /> T/F 539 , 6 � I 8 ST E PAINTING DETAILS SEE 1 & 8 ON C504
<br /> N 7739 , 0 I 8" STS + -�- -E- -� -� � -� + � �- N 7700
<br /> E 6039 , 7 0 11 . FOR TYPICAL POST INDICATOR VALVES &
<br /> �
<br /> PAINTIiVG DETAILS SEE 4, 5, 6 & 7 ON C504
<br /> � � 40-56 BUILDING ADDITION FOR CONT9NUATION \ RETAINING WALL
<br /> F I N I SH FLOOR ELEVAT I ON 545 , 5 NOTE. NEW SANITARY 12. FOR PIPE BEDDING AND BACKFILL, SEE SECTION
<br /> MHW °� UNLESS OTHERWISE NOTED : LINE RELOCATED TO C ON C500
<br /> T/F 54I , 09 CBW3
<br /> N 7605 . 90 ' T/F 540 , 9 �, � APPROX. 60' EAST PIV � = POST INDICATOR VALVE W/ I " BYPASS
<br /> E 6039 . 72 N 7605 , 86 0 � OF BLDG. FACE. AROUND GATE VALVE UTILIZING KEY
<br /> N 7614 , 62 � ! 6053 z OPERATOR VALVE TO DETECT LEAKAGE ,
<br /> 0O FOR PROFILE SEE
<br /> E 6009 . D . w -
<br /> "' SHT C503
<br /> N 7604 , 62 FUR 6" GAS & 6" AIR SEE �,
<br /> E 60 I 4 , 07�- �� g" STS I MR25 FOR CON�µNUAT I ON -�- -� -�- -}- -I- + + �- % -� N 7600
<br /> �
<br /> -P -- ��..� N
<br /> MHW �
<br /> T/F 5 , 8 c' 6» � ��.�,�� ������ �'
<br /> N 756 97
<br /> ����� I REFERENCE DRAWI �IGS :
<br /> �u , �c. �-i _ ' �=/-� ' ��`�,`��
<br /> E 602 04 6 A FOR CONT I NUAT I ON pu �' sERv�cEs o�TE �'` �'
<br /> SEE SHEET C I 0 I -_ _ Pue�ic woRKs 40 20 0 20 40 80
<br /> �R�����1 � DRAft�RGE UEPARTMENI' � CBE
<br /> A PUBLIC N1�P,KS PERfvil7 IS R�QUIREDPAIOR � T/F 538 , 5
<br /> TO STARTING ANY CONS�RUCTl�N ON THI� � N 7564 , 36 SCALE: 1 ��=4��
<br /> � CC CiTY ENGINEER pRO1EC?. RPPROVkL FOR TNIS PROJ�CT IS � Q ,
<br /> N COPlDITlONfiL PER CU RENT S7ANDARDS ' � c/) N E 7078 , 6 I
<br /> - ANQ EXP1ftES��UN'_�SS PERMn' - DD CC C G L Q S,
<br /> � 6" VALVE W/VALVE BOX -- -
<br /> �-OR CONS?RUCTION HAS BFEN ISSUED op
<br /> � USE N I BCO F-6 I 9 -�LANGED �- -� -I- -I- �- %��' ��� �����'"'f'-� �r�'U�'� .��'��- � -F- -i-- 7�( 0
<br /> `� CLASS 125 GATE VALVE � �o
<br /> 0 10 11 12 13 14
<br /> CONSTRUCTION �IOTES C10° C500 � 9
<br /> \ �, � 15 16 17 18 19
<br /> 8
<br /> 8�� � 6" A REMOVE EX I ST 6" G �INSTALL DIP CL52 FIRE PIPE PER SECTION e MHE3 N 20 21 22 23 24
<br /> AND REPLACE W/ 8" G C/C500, SIZE AND LENGTH PER PLAN. T/F 54 I , 64 �
<br /> INSTALL 90° MJ BENDS AT COORDINATES PER N 7481 , 33 25 26 27 28 29
<br /> PLAN. E 7046 , 04 30 31 32 33 34 6
<br /> 5
<br /> �INSTALL 90' BEND AND THRUST BLOCK PER 35 36 37 38 39
<br /> DETAIL 2/C504 AT COORDINATES PER PLAN. C 4
<br /> SIZE OF BEND AND THRUST BLOCKING TO $ITTS & HILL 40 4� 42 43 44 3
<br /> MATCH PIPE SIZE. 45 46 47 48 49
<br /> � ENG�NEERS, �NC. 50 51 52 53 54 Z
<br /> �INSTALL 6" PVC SDR-35 ROOF DOWNSPOUT c�v�� . srRucruRa� ■ SURVEYING �
<br /> � TO EXISTING 8" DOWNSPOUT, LENGTH PER � 7� 95Z76 - WBS Z.Z.3.� .Z 4815CENTERSTREET � TACOMA,wA.984o9 55
<br /> �� PHONE:(253)4749449 � FAX:(253)4740153
<br /> P LAN. �o N N E�T To EX�ST�N� 8 P E R M I T S U B M I TTAL http:llwww.sitts-hiil-engineers.coml
<br /> IVORTH UT I TY PLAIV DOWNSPOUT WITH A WYE FITTING AND KEYP A�
<br /> TRANSISTIONS�COUPLINGS AS NEEDED. �6.26.15 Pro�ect No.: 16,583 Project Mgr.: WJJ � �
<br /> SCALE , I "=40'-0 SCALE: NONE �
<br /> Proj. Engineer. DCD Proj. Drafter. KLK �
<br /> 0
<br /> �
<br /> SYM R�/ISION BY APPROVED DATE SYM REVISION BY APPROVED �aTE ACCEPTABILITY CRAO CONNOR DAB �4.91 SUBTITLE CURRENT REVISION SYMBOL DATE N
<br /> ��'' NORTH UTILITY PLAN
<br /> '� W �`� THIS DESIGN AND OR cHECKEo 17195276 C 06.26.15 �
<br /> AS RECORDED DRAWINGS SSOE 02.10.94 ��'�`Q� �����„ SPECIFICATION IS APPROVED R. MADDOX 6.14.91 sHEEr �
<br /> „ «� r �,� EN i ,E R TITLE IRC-WBS 2.2.3.1 .2 - 40-56 COMPOSITE FREEZER INSTALIATION
<br /> A INSTALL 4 DRAIN/SUMP/STOP DRAIN TDO R.Z. 10.03.96 BOE���� � � � � � APPROVED BY DEPT. DATE C. 0 CONNOR 6.14.91 �
<br /> C100 �
<br /> B IRC ADDITIONAL FREEZER SPACE 576360-00 MA BAO 06.29.07 RHEMADDOX 6.14.91 �
<br /> �'� '�� `'� APPROVED B U I LD I N G 40-056 JOB N0. COMP N0. �
<br /> C IRC-WBS 2.2.3.1.2 - FREEZERS 17195276 SITTS DCD os.2s.�5 ��,�;��rs� 1��.'� �,� 910475 �
<br /> 1{��`��, �'� � �� APPROVED DWG N0.
<br /> CIVIL MASTER EVERETT, WA 40-056-C100
<br />
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