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<br /> ; RIM-16.72 SEE � �
<br /> INSTALL 8"� CAP AND � 4 � �'
<br /> THRUST BLOCKING IE (S)=1 .13 � � {
<br /> ��
<br /> � NEW FH, FIELD FIT IE (E)_1 ,83 � �, ��" TIE INTO EXIST WATER, LINE IS C4.8 �„ �� � � ,�
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<br /> - 100 t �g 6 CB 5 IE (W)- .00 �" CAUTION WHEN EXCAVATING AND �
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<br /> . � � . � . � � .. . � . . . � � � E� ......�,.=1J � � . .
<br /> 1. ALL WATER LINES UNDER PIER TO BE HOT DIP GALVANIZED STEEL AND RESTRAINED. - � � -� !!� s��
<br /> _ . . . . . � � 3 ,����'4��..� . . .
<br /> 2. WATER SERVICE TO 0, P, AND Q DOCKS TO BE PROVIDED THROUGHOUT PROJECT. PHASE � � t �� � '' �
<br /> , WORK TO MAINTAIN CONSTANT SERVICE. _-M._..�:� ��---M� ��.��,�..�.___�._..�.__.�_ ._.i I � ,.�---�:;, , ' ";
<br /> � � I y�� �
<br /> , 3. PROVIDE WATER MAIN INCLUDING APPURTENANCES AND THRUST BLOCKING. �
<br /> � � j J �
<br /> �
<br /> 4. FIELD VERIFY EXISTING WATER LINES INCLUDING PIPE SIZE. NOTIFY ENGINEER OF ANY � ��j �� �.�
<br /> C:3, �
<br /> , � � � DISCREPANCIES. � � � ��.�:-�--- ��:�:��_ m___�.�. � � � � � �� ` �_� - � � �,�� � �
<br /> � ,
<br /> 5. PROVIDE 18" MINIMUM VERTICAL AND HORIZONTAL SEPARATION BETWEEN WATER AND STORM � g `� "
<br /> LINES. [ �`a �� �
<br /> ( � ' 1
<br /> 6. PROVIDE 48 HOURS NOTICES PRIOR TO ANY E -.�.. � � ��� c�µ�µ�� ` ���
<br /> INT NDED INTERUPTION TO WATER MAIN
<br /> SERVICE. � CONNECT TO EXIST � i f
<br /> --_....�-�� ---.-�._-----��-��. .... -__--.._._...,__����.. CONNECT TO EXIST -� WATER ON Q DOCK � i ,
<br /> 7. CONTACT UNDERGROUND UTILITIES LOCATOR SERVICE (811) AT LEAST 48 HOURS PRIOR TO ���`�` WATER ON P DOCK `���� � � �
<br /> CONSTRUCTION. � � _.� ��. � � � �
<br /> ����._..���._ � � I
<br /> � W yy W •
<br /> � �
<br /> 8. STORM OUTFALL TO INCLUDE TRASH RACK AND EROSION AND SCOUR PROTECTION MAT, SEE � �3� � 134 LF 2"� HDPEW J
<br /> DEfAILS 1/C4.8 & 2/C4.8. � �
<br /> . . . .._..w--�v,._......mm. �
<br /> 9. SEE CIIY OF EVERETT STANDARD DETAILS ON SHEET C4.7 FOR PIPE TRENCH SECTION, �� LEGEND � S INE � '� "
<br /> �._....��.._A_�. ��_.����,__._� �
<br /> BACKFILL AND COMPACTI�N. ' `I-�IER
<br /> 0 DOCK P DOCK '� BEND Q DOCK R DOCK
<br /> 10. EXISTING BATHROOM BUILDING T0 REMAIN ACCESSIBLE AND FUNCTIONAL FOR TENANTS UPLAND UTILITY PLAN ► , REDUCER
<br /> DURING CONSTRUCTION.
<br /> SCALE: 1 "=20'
<br /> 11. FIRE HYDRANT, PAD, AN� GUARD & VALVE POSTS TO BE PER CITY OF EVEREI-T STANDARD ►� GATE VALVE
<br /> ; DETAIL 5Q7, 508, AND 509. ■ CATCH BASIN �iYPE A �
<br /> 12. REDUCED PRESSURE BACKFLOW ASSEMBLIES TO BE PER CITY OF EVEREi�f STANDARD DETAIL OO CATCH BASIN TYPE 2 �
<br /> - � 518. I--� _ SINGLE HOSE BIB, SEE 3 �
<br /> N
<br /> � � THRUST BLOCK C4.8 � � � t�
<br /> I � 13. SEE SHEET C4.8 FOR THRUST BLOCKING DETAILS.
<br /> �
<br /> � �
<br /> � 14. TEMPORARY RISER ROOM �3 TO BE AN ALUMINUM, HEAT TREATED ENCLOSURE, HOT BOX OR �t FIRE HYDRANT . .
<br /> � APPROVED SUBSTITUTE. SIZE FOR ALL MECHANICAL Et�UiPMENT, AIR COMPRESSOR, AND 3 • BOLLARD Know what's b@IOW
<br /> - � FT. CLEAR SPACE ON ALL SIDES. PROVIDE ACCESS DOORS ON ALL SIDES. " CaII IJ@fOt'@ y0U d�g
<br /> � W WATER LINE
<br /> � 15. ALL WATER LINES UNDER PIER TO BE INSULATED, JACKETED, AND HEAT TRACED. scA�E IN FEEr
<br /> SD STORM DRAIN LINE
<br /> _
<br /> . Y . . . . . . . .
<br /> . j . . . . . . . . �
<br /> ' f1 f) .'� .:'.
<br /> � 20 0 20 40 ~ ASSUMED EXISTING SANITARY SEWER NOTE: I-�-- L--I
<br /> Z ^^^^.�. Nmm �s3w�� �^�m �v� LINE, LOCATION AND TYPE UNKNOWN IF "L" DOES NOT MEASURE 1 " .
<br /> �
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<br /> � .
<br /> ¢ ADJUST SCALES ACCORDINGLY ;
<br /> �
<br /> �
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<br /> � ``
<br /> PROJECT ENGINEER: SCALE: P O RT DWG. NO.
<br /> W . OF EV
<br /> ° � S. KINSELLA 1"=20' E RETT
<br /> W � M. k
<br /> N �� �wAs C 4 5
<br /> � O� O ' ' • � ,,��w° . ,}�l °ES'�NE°BY: °ATE: CENTRAL I�ARINA IMPROVEMENTS PHASE 2 - I DOCK �
<br /> � � �,� ��Y B. McRAE APRIL 28, 2015 ' ciP No. 2-0-023-03
<br /> z 728134thStreetSW Suite200 '�v �2� , o�WNBY: �HE�KEOBY: BULKHEAD SEGMENT C, AND PACIFICRIM PLAZA PLATFORM 2-0-02�-02 2-0-045-Q1
<br /> Q Everett, Washington 98204 l � D. OLSEN S. KINSELLA
<br /> � Ph:425 74,_3800 30262 w U P LA N D U T i L I TY P LA N PRo�E�T ;.
<br /> o P.o. Box 5sa � �Ec�STER�91�w MR-CM-2015-01
<br /> a E V E R E T T, W A 9 8 2 0 6 � 4/2 8 I 1 5 S M K I S S U E D F O R B I D & C O N S T R U C T I O N s s 1 oNAL E�� A P P R o v E Y: NO.
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<br /> o Ph:425-259-3164
<br /> Z NO. DATE BY REVISION SHEET NO. 2"rj OF 63
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