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'_ - I ; ',` I HR,,,�:�; �4" � - ; ,�-, w< � I F", :� -, _: �,, � ;<" � /11 7 �_ � LAPS. � . � I i INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 I 1 I - i Pt!BLIC �VOI�K,_� I I - -I + + LARGER DETECTOR DOUBLE CHECK i "LI I i D 1� PA I �T -\/tE N'T,,-' : I �) : - NIAHCH 201 0 i VALVE ASSEMBLY i I : I : I : f I : : 6" DDCV ASSEMBLY DETAIL INSIDE BUILDING INSTALL C5.7 - � ------------- I - R Ili � I - i - t-'. i - F _� (': i - � I.. � ,,,,, S " ��,lll%,�_ : - D SCALE: N.T.S. - -- � - -_ : I - 1 , 'j, C5.7 : � ­ I I 1 li : 7 � � " L 11 I k�,,,, ; - Fi, 11 I � ! , 11 I I ­­ I I . I SHEET INFO 1-1 -, � " �, I 1� � 11 I ., ') - �' � -� , 4 , , � t I- - �_­ - - , � -�----­-­ - �' 7 � 54 .�z Im : � � ��,11_:� � 6�3 , - I - - [ (- 3� � , Z ­r I I �, � - !__1 � � I- I 1: - I ­_ I -1- , , IN COMPIJANCE WIT"" CITY OF RENT ON -,, - _� - ___ ____ ___ __ - I - I __ � , � -11 /,;:; A_- ­k IL i � 11 _�,_ _i7� - I'E��-, -7 , -Ir. - " I ­ ; I I ,� ­ - - - , , � -, � � - , - - - __�_ �_A,__��1111�­, - � , I— 1� �, 1, � , , �� � IR . I � ­ -3-,` '. _ , ­ I . � : : ; : : � I : 11 - - . �'__ - � r: - _� I - � Lj � C I i'L -1 `_'� � ' - � � DESIGNED TTW 1 lW 014 i ",C� I 1, �-­- - -- - - DRAWN TTW , !I : ' ,--�.' " '_` \ , " I - - I i - - ' , , I 11 � I -77-/- �,,� "'�__ ' � By-� _r ... r ... . 40-1 , ,,_ Date: I L .. .. ................. _ _,_____,_",_ , � / / I � � - - - ­­ I I -,-- -, '­ - ___�' . t_ ­ ­ , , - ­ I \� , 1� I \,,-,, I � � �, I I / I 'L,� I ; I 1 \ � I �, � I, � " �-; I I - - i _-, i " 11_�- i, ,_;, i- ; , , � �, _� -,- , , I I I --- ____ 11 _� � . , , " I - Il- - � I " � - - - , - . CHECKED JMTE � By: � I Date: APPROVED JMTE ij__ " _11 "F- I 11 �� ,,, �. ) �­ 7�f� I 1,� [,i, - A ­ � � , Date.; LAST EDIT 7/24/2015 I I I PLOT DATE 7/27/2015 BY: --"-,-., Date: SUBMITTAL -Fi;R, - - � , I a�,_, ,� _,, �- �­ -, ,��- _� ' ' �,t, r ,, �_- i'_�� ­_,�:LIji" .',- A":D L,rJv��\"`� - I - - Z�F4,7, I � ,A, L A - - - __ _ . -1 I _ _Cj� ' � � ,- -, '_ t!,j -31 ; ; I _--_.__- - � ------------- I - R Ili � I - i - t-'. i - F _� (': i - � I.. � ,,,,, S " ��,lll%,�_ : - D I -_ ____ ______ - -_ _____ -_ - I I -"-I - -- � - -_ : I - 1 , 'j, -_ --- ------------ -1 ­ _ ­_ ______ __ ____- - ___--- ______ -_ ____ _1 " - ' ' 14' 1, : � ­ I I 1 li : 7 � � " L 11 I k�,,,, ; - Fi, 11 I � ! , 11 I I � i : : HLND . 4 " 11 , I- I - � 4 -) � _: ,I- : 11 ; 1� "I - I , I � 2E I I - ; - - - - �L_ -_ ------- - - - - -- -- �-�---- -- � - - - I - rz " q , I'll I- , I . ,; E -, L -4. �, k I ! 4 � _j I - -1 - - - i !� 7 1 I, -, -1 2 __ _�_ � i C, � I I 1-1 -, � " �, I 1� � 11 I ., ') - �' � -� , 4 , , � t I- - �_­ - - , � -�----­-­ - �' 7 � 54 .�z Im : � � ��,11_:� � 6�3 , - I - - [ (- 3� � , Z ­r I I �, � - !__1 � � I- I 1: - I ­_ I -1- , , .1 I . � '26, " 'F,� I �� �� : I �:; " ( , 1, I I /I. -I "I' , ,-. 1, I - - `� _____ - --- I - - - - ____ -,, - _� - ___ ____ ___ __ - I - I __ � , � -11 /,;:; A_- ­k IL i � 11 _�,_ _i7� - I'E��-, -7 , -Ir. - " I ­ ; I I ,� ­ - - - , , � -, � � - , - - - __�_ �_A,__��1111�­, - � , I— 1� �, 1, � , , �� � IR . I � ­ -3-,` '. _ , ­ I ; : ; I 148" to 199" 1 : : ; : : � I : 11 - - . �'__ - � r: - _� I - � Lj � C I i'L -1 `_'� � ' - � � 11 I �_ I- ­ I I I I I � '­ 11 " / �11', 1, , ­� �/f � 1, �_, __ - __ , _�_" " __t I \ ---- - -, _� ,\---, . \1_1 - X / I 1, �-­- - -- - - � \" � )\ : , I. I � I/ . I � " , " � ��I . I � I l, , I I I � I i \, I / --- --- I I -1 ­ I I , !I : ' ,--�.' " '_` \ , " I - - I i - - ' , , I 11 � I -77-/- �,,� "'�__ ' � I I � , r I I I " " ­ I . . � I I \ ; ,<, " - , I ; I - , I ; � 1 / / I � � - - - ­­ I I -,-- -, '­ - ___�' . t_ ­ ­ , , - ­ I \� , 1� I \,,-,, I � � �, I I / I 'L,� I ; I 1 \ � I �, � I, � " �-; I I - - i _-, i " 11_�- i, ,_;, i- ; , , � �, _� -,- , , I I I --- ____ 11 _� � . , , " I - Il- - � I " � - - - , - . I - I j �_ i - �� � � - , t � - D I - I- �­ ;�'� OC', ,�­ ':-T'L, - - I � I , P � F , � I - ----- _ _ - I ij__ " _11 "F- I 11 �� ,,, �. ) �­ 7�f� I 1,� [,i, - A ­ � � , - - , , B- - .-_�",_�;�_W '__ I - I I "I V I I I � ,."�-------, ) ; ��c .� ,�z , CONCRETE BLOCKING FOR STD. PLAN - 330.2 -, It - ", � 1�;­ ab = .; - - / I I ,-), + ) + , '' - �, HORIZONTAL AND DOWNWARD I _________________________ i �i_' � � ", "'), 1, i I , ": , . - I , 7M � -1- �_� � J�­ I " VERTICAL BENDS I I � ��_,.- \,,, -1 j , - ,I � ��F" CONCRETE BLOCKING DETAILS SCALE: N.T.S. C5.7 ' lirnits ofpi7e I ,, , V (see note 4j I 10- I , _11-15,70- - PP,7",- /"/"Umi[ & PIT,e zcne I I : I 1�1 /"" , / I I , , Pe (see /, / � - I , , � " I " / i.ote 6� I- , " , /111- I " �1 " , , / 1 '.1 1 1 , / e , � � I/ I I I I / i O.Q. /I / , - - , / 1� I I /I I , �/ I'�' , U I5 C.D m�n I , , I I z " I I ! I � / , / // ��, I ---t , , / _- rte, " //"/', �, -x/ , � I �1 , . " . - I- 1�1 / � , , con"Paction � /L �, 11 _,�, A , , - I /-" /,/ `,// 7 ,X I Imits of pipe , I I , , - I-,- , Ii,`, r � - -----I 0, 6� &D� min Il , - I ,� - I Y , I � 1% - �� - Tolonatinn I , � ., -�-�4, __ __ I , /0� . ,�"� /", /,/"/ <1 , / I I I . I I level // // , I ,/ , I/ I I/, , ''I , I � I , " , . / I - I �, , , 1 + ' I / , " / I .4 �­_ 0 qra,el ha-diMc, �- /�,�,` / � , I ' " -, "/ I /, " I gravel backfl", ' _ , / I /I - --- tcund�iticnswhen sper,fied . .*--- for II :�eoding \, - ' A � 4" rn;n 27" 1.0 and undet 6' min ccr2T LD A. Metal and Concrete Pipe Bedding for Flexible Pipe - � I—- � ------------ - ­­ ------ ­____ span span I - 3'rnlx Flexible Pipe NOTES: - '4,1- - �- " - 3 may, ' ,' � 3 n77 P , i I .1 1. Provide uniform support. Linder barrels. A I , 4,11-1- - !;-x I - I I ,� I � - I 11, , . 1, I I � 11 11, ­­ . 2, Hand tamp under haunches. 1-11 I I I /I � 11 / " ��" , , I ,� / I , �� 'I-,' /' -npact bedding material to 95N rilax. density, directly 11 /��/��,� / / 3. Coi '�/ , � , I � : ./,/ / ,, �, .� ,�/, I I � /, I �, : , �,, '' /, " - -,�:" : , .� " ,r pipe, hand tamp only, , �� , ovia r : I � , I / . I, / I / , - -I 0 15;!"iemin , / I __ , ; ! � , . / . . - 4. See "Excavation and Preparation of Trench" in sanitar} � � i -/ I✓, ,,, / I -d 0/SD0T/APVVA � r/ , I , . I sewers section of the standard ,)',, "A ____ "­, ---, - , ", - I � WnIts Cf P � i� , I � -- , ,, ,� 11 --- I __ pipr' , -, " specifications for trench width "W" and trenching or, �,,, - , ,,,- i'/' \ 1 - �, a I 0 65 r!se rnin, options. The pipe zone will be the actual trench width. comparT, ,; I ; -��-,�,' I -�-_ � - - �1/ * ' - 1,� 111I The minimum concrete width shall be 1 =I.D. = 18". ,�, " grav�j bacKtill for 5. Trench backfill shall conform to "Backfilling Sewer y " ,,, gavel bat.Aiii - 'or pipe nedding ----- FOL.n�.iat­cs,�­ Pr, sr,-eci�,e,i Trenches" in the sanitary sewers section of the WSDOT/APVVA standard specifications, except that : rocks or lumps larger than 1' per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material, 6 See "Bedding Material for Flexible Pipe" in aggregates section of the VVSD0T/APVVA standard specifications for the material specifications. I I " , , , ­ , '� , , � /- , I " I I � �' , ,I Z, , _ I / � Ij I �0�,���', Rigid Pipe NOTES: 1 Pipe compaction limits shown on this plan are for pipe - construction in an embankment. For pipe construction - in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 1 Concrete pipe with elliptical reinforcement shall be installed in accordance, with design A 4. Concrete pipe, rvith circular reinforcement, shall be installed with design A. 5" O,D, is equal to the outside diameter of pipe or the outside span of pipe -arch. The dimensions shown as 0.D_ with 3' maximum shall be O.D. until O.D. equals 3: at which point 3' shall be used" * 1'-0" for diameters 12" through 42" and spans through 50". Z-10" for diameters greater than 42" and spans greater reater than 50", = Backfill material placed in 0 5' loose layers and I compacted to 95% maximum density, Method B or C compaction (VVSD0T!AP1A`A) = standard specifications.) Pipe Size Min. dist. between barrels circular pipe I colic., LCPE, CMP i01. (diameter) 12" to 24" 12" - 30" to 96" diam. / 2 102" to 18 48" pipe - arch metal only (span) 18" to 36" 12" - 43" to 142" 1 span / 3 I 148" to 199" 1 48" � y ­ - I 1, -1 STD. PLAN - 220.00 - 1 1, - PUBLK' AVORKS PIPE COMPACTION ___._ + + " I IAF �'P A RT M F , _Vr I DESIGN AND BACKFILL __ - - 2 MARCH ., 008 PIPE COMPACTION DESIGN AND BACKFILL SCALE: N.T.S. REVISIONS i NO. BY DATE REMARKS I I . I : 1 I I ZED RV ()y WAS - , , ��� '15i C, I- 11 ". I I I I 1 I I , ,e�', 11 f � i 4" . 1 . I 11. I 0 is S7 ON L Ely 1, - - 1 ; " __ I I I ; - I - _� 7 � - �__7 -.-- --fl- ;�,__ _�-- - __--- - -I ,� ,�F ,,�,I _�,.-- � � ,7 11 _- �, ,; : ,-- - - I � � I �,,j - - - - - I �- I-— , , I ,_ - -, - , . - - - ' Ti� - T_�,'r'��:�_­ __l`V,' �_,_ "iS� - ,F �_A_ , ,_� , _1:1 . I � I ­­,�,__, � V� ,- �_ ,�: � I I - -11 I F ,� --',-_i!- I -1 _ _", __ 1_; \i E __ I I - - -_ -, I -_�­'11_ HL -_� i� - �- K -, ,- F � � 5', -: L ", � ,'� ,, _'� - - - -) - �-� �' - ( ) I -\­-, . STD. PLAN - 300.6 .� -, , � l-) � 1. , , - , __1 'i POLY PIG STATION FOR CLEANING OF : i, I , � , �___ ___________.____._.___._____ +� )+ - - ---� " � , I I I'. ,� -T I . , � I , � I t , 11 I I -1, I " 1, ­ WATER MAINS �) , � - , � " ,L\_'', j I � il­_ I I I 11 � I I I *��_ �R\` ,� , POLY PIG STATION DETAIL SCALE: N.T.S. sil % 40 1411) M 2" ANNULAR CLEARANCE REQUIRED - I "I'll., - Is --_­­_ ------, a* I - �,--­, , 1;? I' 3 i " " -) ;=� ,,' - > e_j CL 0. 6ML IF of - % fl� " & K?rA 16 a it, IN U'DW-0 I V4 AA f is I `6 -) ( rk I " vow C V h 6110,01%tr , 4k A ,'8'r­anige,j-.D,1 90�,� Elbor,vv '71 BACKFLOW SECTION WSW I SCALE: 112I = 11-0, I W -384101 R-3 WATER DETAILS I Know what's below. Call before you dig. RYAN COMPANY CITY OF LONGACRES BUSINESS CENTER III RENTON PROJECT NUMBER DRAWING FILE NAME SCALE 0006568W-C-PP-WA01 N/A SHEET NUMBER C5.7 24 of 28 - C. j M T C 0: M CD . 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