3214 BROADWAY 2017 BROADWAY KINECT APARTMENTS Plans 2022-11-23 (2)

__ _ __. _ , _ _ _ ___ _ _ _ _ _ _ _ . . ..,.�.,,� _._...r-� . . ._. _ ' .�_ .. gn��/_ , .i'a 1 I I � �?�p*1 — -- �..��`;a. ' NOTES NOTES ' A. ROMAC, FORD OR MUELLER DOUBLE STRAP SERVICE SADDLE WITH I.P.THREAD TO BE USED ON ALL MAINS 4" DIA 1. STAINLESS STEEL TAPPING SLEEVES SHALL HAVE ', AND LARGER.ALL NEW TAPS ON EXISTING WATER MAINS SHALL BE DONE BY THE CITY OF EVERETT UTILITIES FULL CIRCLE SEAL. American Property Deveiopment,inc. � DEPARTMENT AT THE DEVELOPERS OR CONTRACTORS EXPENSE i 110 110th Avenue NE suite 550 ' B. 2" BRASS NIPPLE. 2. ALL TEES AND VALVES TO BE WATER TESTED Beuevue,WA 98004 ' C. HEAVY DUTY 2" GATE VALVE WITH RESILIENT SEAT AND 2" OPERATING NUT. GATE VALVES SHAIL BE "WATEROUS" BEFORE TAP. ' SERIES 2500 OR CITY APPROVED EQUAL. ' D. MUELLER H-15451N OR H-15428N OR APPROVED EQUAL. USE APPROPRIATE STAINLESS STEEL INSERT STIFFENER 3. SIZE ON SIZE TAPS ALLOWED ONLY WITH MJ ' WITH POLYETHYLENE TUBING. PHYSICAL BENDS IN POLY PIPE ARE NOT ALLOWED, USE BRASS ELBOWS. TAPPING TEES.ALL OTHER TAPS SHALL BE AT � ' � LEAST 2" SMALLER THAN THE EXISTING MAIN. I E. RESIDENTIAL SERVICE c o 0 0 , 1. PROVIDE 2" POLYETHYLENE TUBING MEETING THE FOLLOWING REQUIREMENTS: �O� c � �O� 4. BRANCH LINE SHALL BE RESTRAINED AS IF A � ' a. AWWA C901. ! � DEAD-END PER SECTION 5-13. � � b. ASTM D2737, SIDR 9(pe3608/4710). � �-- o c. ASTM 3350- PE3608 OR PE4710. � W � ' ; r z � ' z rn i `',`�/�Y/µ\�� ' ��j 2. PROVIDE A#10 AWG,SINGLE STRAND COPPER WIRE WITH BLUE TYPE UF OR USE COATING SUITABLE FOR � v � a� Z � � N , �/\/��\� \/��\' DIRECT BURY. ,� I a. WRAP WIRE AROUND TUBING, ONE WRAP PER FT, ITS ENTIRE LENGTH. I j / � � >=m vop ', H b. SECURE ONE END AROUND THE SADDLE BOLT BETWEEN TWO NUTS AND EXPOSE A MINIMUM OF 18" � � N g ° W ', OF THE OTHER END IN THE METER BOX. ! PLAN PLAN `�+� � Z � ,�Q , � '� �{,j i , � OW lD J , A 0 F N O N-R E S I D E N T I A L S E R V I C E i i � I � J �� a ' � 1. P R O V I D E 2"T Y P E K C O P P E R T U B I N G M E E T I N G A S T M B 8 8,A N 5 1/N S F 6 1&A P P L I C A B L E I A P M O S T A N D A R D S. j I i / N w�� ' ' , z � i I .� Z Z o . � G. BRASS ELBOWS& NIPPLES AS NEEDED. ' 0 z " � � U V a I � H. ADJUSTABLE VALVE BOX AND EXTENSION SEE STD 505. g � � j � z O � � � � , i � O � o 'i I � I I � � y i i ', p 4 � � I F i � ! COPYRIGHT �C 2005, AlL RIGHTS RESERVED I � '' B � G D � � S�U�MtTTA�L/IR�E�ISIONS � o � ; o � ! ; � ELEVATION ELEVATION o �,, i o 3 �� 2" METERED WATER SERVICE � � ? '� � Z INSTALLED ON ASBESTOS CEMENT PIPE, INSTALIED ON ASBESTOS CEMENT PIPE, o � I o CAST lRON PIPE AND DUCTILE IRON PIPE. CAST IRON PIPE AND DUCTILE IRON PIPE. I k ' � ' 0 0 � � 0 0 a a CAST IRON MECHANICAL JOINT STAINLESS STEEL � � o � i o TAPPING TEE TAPPING SLEEVE � , � i � � . Z Z � � V1 �� i CurtentRevOate O� ��CurrentPevDate o� I -------- 03/06/2017 0 0 - 12/30/2016 �.-i ririe �m nrie ' STANDARDORAWINGNo. y'�00 I STANONRDO(tAWIN6No. eQ� METERED WATER SERVICES 502 Es� TAPPING TEES ' 514 =H M I �� _ — _— _ I Y , ■ � — r � Z � Y N ~ M z �S W � i . 3 � � z Q � O Q z � — � � c�n , . Q � � � � � � � w . . o � � � � m W o W > � o w � � o a 0 a U / Z " W � � � � Z O Q � U Z � � . o Q i � U I V/ o � w w N � d � 2 % � Q W O � z W , . � � Q Q U Q �J � � r' PLAN APP�tC3VE� � � , � ` � - � � ; ,:_ _ ,: . �; � -�� � ? LiL'8 RVICES DATE �p s w ; i t Q � DRAINAGE EROSION 1 ` � PUB,LpC 6R/ORI�.'�� N � 4�r�ilRfMEIE? � � � ' WATER � I w '4'� � A PUBLTC WeP,K� PERMI4 IS C�S �' Q R� = a � SEWEit REQUIRED PRZOR YO S7AR'YING O �/�/q ,r " z PROJECf. APP+ZOYeB� FCi� T�II5 �C�' �G` ANY CONSTRUC9'TON OM Ti-!ES � pF Sy1 s p�� � � TRAF CURRENT CLTYo57ANDARDS AND �n ti SAMI ORDONEZ OF 32 ap� ' EXPSRES UNLESS — SHEET TITLE M ¢ "� PcPiP9ZT FUR CONSTRUCTION HAS -p � � � r� C N�IT��Eii BE:�d%SSUED. � � C� � � � 43668 = WT 03 � n � �s ��C''ISTE��O �j~ � ' � N W Sj�NAI �� . � �' � 12/19/2017 U/ � .. � Z ;� .