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HomeMy WebLinkAboutzW-4036ASBUILT SURVEY EXHIBIT VERTICAL DATUM: HORIZONTAL DATUM: NAVD 1988 PER CIR OF RENTON NAD 83 (91) - WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE. z O VERTICAL BENCHMARK: ~ CITY OF RENTON VERTICAL BENCHMARK NO. 2122 BASIS OF BEARINGS: Cr) ELEV. = 157.78 US FT THE BASIS OF BEARINGS IS THE BEARING BETWEEN RENTON POINT 1227 AND RENTON POINT 1892, CIO AS NORTH 48'01'12" WEST, PROCEDURE / EQUIPMENT: Lu >Q A FIELD TRAVERSE USING A SPECTRA FOCUS "30" TOTAL STATION SUPPLEMENTED WITH FIELD NOTES, ~ U) �►ram WAS PERFORMED, ESTABLISHING THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE O m � LL- c�5 JAR �� MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE U, - O O 0� O WAShI� is ; STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH N WAC 332-130-090. Lu ; X �° * , LJ,J r r= Q DATES OF SURVEY: W (n I- y.� FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED ON JANUARY 20, 2023. z Q (n ° Cr ALL SURVEY CONTROL MONUMENTS SHOWN AS FOUND WERE VISITED IN JUNE, 2007 AND LLI LU p j � SEPTEMBER, 2017. > Z L 3 R �o�. 2 F ScrsTE��Lu z G�`� �20 ADDRESS/TAX LOT NUMBER: LL =�-�h�06 4500 TALBOT RD S. / 312305-9067 0 O pq 0 15' 30' 60' SCALE: 1 "=30' v ¢o WOOD FENCE L g 1.2' NORTH G4 30 �� �0, g0 BUILDING OVERHANG kD,� 0 N10 CONCRETE CB TYPE II EDGE OF p4� BUILDING RIM=176.97' EDGE OF I OVERHANG IE 12" ADS W=170.92' CONCRETE FND 4"X4" ONC POST -^ - -°-'- =d IE 12" ADS E=171.02' - r - EXISTING BUILDING _ PC MONUMENT IN CASE � ROCKERY L_ - - - - - - - - J I - - - - - - - - - - - - w/ BRASS PLUG I BUILDING - ----J CBTYEI II II OVERHANG RIM=1 7.43' 481.00'(DEED) IE 12 ADS W=172.71' - - - - N89'00'53"W 487.27'(CALC'D) IE , 21 ADS S=172.74' II I I SSMH �� HVAC UNIT ROCKERY SI H 0� I _ _ RI=177.64' CB TYPE 1 - - - - - - I 8" PVC S IE=171.05' p II I 4O\1 99. IE 12" ADS IS=170.38' I I 0.6 6 D 5 0' - _X se s8" PVC W IE=170.95' II I v 8 �,�� IE 12" ADS E=170.32' N -- --- - - - -M X 000 -gyp �p gp6 -� - I , 0� �p ss = ss - ss ss ss - ss eb\ EXISTING BUILDING I N N -� - - II I W r II I p4� �9.0' WEST OF LINE IFIf E P OT.V LVE WATER VAU T ` PARCiL B RIM=178.71' - o CB SOLID LID TYPE II „ „ I 00 o 12 5g 94 IE 12" ADS N=173.10' FOUND 4 X4 CONCRETE POST ; II I II ROCKERY RUINS 0.5'-1.0' WEST I� HYD. C C C C C C I&p REg �J1 I ) C C C C IE 12" ADS 5=173.06' MONUMENT IN CASE ' I r OF LIN III I IRE ROT. CON ECTI N II I o II I E WITH 1-1 /2" BRASS PLUG II I Z I II N N W "RENTON 1227" (HOR) �� II I II I I TER VAULT » » SSMH _ N N �••�• RENTON 21 12 (VERT) I RIM=173.66' _ I•. .I illl III I I' AI / (7 / 1 1 / 17) m- y�- 8" PVC E IE=167.07 00 Lo - rl IJr I,I I 8-PVC{ S IE=166.97' - �- ELEV. = 154.78 (NAVD 88) I N I O,* w I .L II j •►{ I 4 WI CB TYPE 1 I N - Y-nl FFE:179.16 W �t t I it I1 RIM-172.28 SS Y 12" ADS SW IE=167.94' } N I SS / SS I / / I o 3 I 12" ADS NNE IE-167.9T 1 / / { i j'' • ', 12" ADS I€=167,94 W I -I Y �. CB TYPE o APE 1 � 3i CB TYPE 1 I \ R =1 7.27� - RIM=178.66' ? I w l WL1.i' I RIM=170.97 AD SW IE' 2.6 A IE 12 ADS N=173.45 I I 12" PVC NE IE=166.55 ® IE 12" ADS S=173.46' cv1 IE 8" PVC W=173.54' .III 12" ADS W IE=166.49' IIt/ III I CB STD GIRT TYPE I SSMH N24'03'36"W-4F ''�(MEAS) 1 \ u >g l RIM7717 =161.54' RIM=166.�6' 6' o / _ 2 'u 12 PVC E IE-159.19' - I 8" PVC E IE 160.26' 8 � SSMH GREASE TRAP i I � 12" PVC SW IE=159.19' 8" PVC W IE=160.16' I '�•• _ RIM=166.98' �- , �. \\ / /// 4" PVC N IE-16'� \ M \` Q I i j TOP VERT PIPE=163.40' o M � Q ;, 1e� - - _ _ O I SSM rt BTM VERT PIPE=163.89' r` ' I # - - - - - 4-9"o - i _ _ - RIM== 72.38' -t CO 4" PVC S IE=164.84' \ O I �22 95' s ss - ss _ _ 8" _ TOP VERT PIPE=165.35' )♦ ~ �� F- a: If - ° - - - 8" C W IE=165.68' G BTM VERT PIPE=163.77' \ SDMH G I / N89'00'38"W 484.84'(C 0. 'DEED} - - / SD C° `- ~ I' ^^'�� IM=16163- 1 SSC- �- d I B NI E N O 17 12" iE�5 eQ �- c c G G SS - - s "p / S8�00�E6G ADS W IE=-......t� .::.l..Q SS O ..E I� I CO 1 :.. l: 8" PVC E IE=1 E FDA ON � �22 � DRO � �, � t- I •, 4 PER ELB1dW IE-15 ••: � �' • ""�-' I SDCO � I ED�I�E'j,� CO / TISSMH RIM T178.03"i . ........... 8" f�VC S IE 14 _ O I C=173.76' \,\\ I I- I 4 R gLBOWE 1 .41' ///////// ji . SDCO -/ RIM1=178.90; SD 0 TtAD 8" PVC N IE 145. 6'� a " i ' ' E Q �// / / / i i i , YARk� GRAIN 173.66' / I I I it II YARD DRAIN YARD DRAIN ' RIM2=178.81' - RECYCLING I r ORIFIC IE=153.61' i RIM=166.91' RIM3=178.66 - - X u) �, ' I 8" CMP CONT L=152.78 RIM=1§698 RIM=166.96' 6" PVC S IE=164.10' - 6" PVC S IE=163.74' 4" PVC E IE=176.00' 0) ° CB STD F�ql I i Q 'C S IE=164.39' YARD DRAIN EAST WALL TOP=176.84' SD 0 N M I / RIM=166.94' _ OR SEWER R 6 8' I , SDMH �1 6° PVC S IE=163.81' r \ [� l CNTR WALL TOP=176.88' o y 12" PVC E # ' `I I ' I i /\ J \ C r L r1 WEST WALL TOP=17 �- c�� CB STD GRT>T�PE I �'� I R°=162.94' SSCO_. S 12 PVC S 4^16' III CD9 ~ , ° VA LT ACC L //G F NEW FOUNDATION ;(, �l(� 4" PVC W IE=175.90' 1 2 3 OG RIM=178.58' 12" PVC N 4� ¢r. 1 # i I I; �I NE: I=158.73' M=163. 8 ACC I YARD DRAIN F F E . V I .�� A F 1\1 3 � `-' `�' `� " 0 J � 6" PVC SW IC�=176.05' f:i IE=154. 4 STOR VAULT RIM=166.95' 4{ I I VAULT ACCESS CB TYPE I RIM=1 5.13 6" PVC S IE=163.68 NO RIM O I a I I ' III Q__I / RIM=166.54' (/\ r1 r1 �� r(, L l \ / L (, ( \ r I:~ I� I CEILIN =161.3 ' / 6" PVC E IE=160.24' (ADDRESS J J J� r S S J 1 1A S S 1.�J J r D) 12" ADS NE IE=174. Iii NI VA L BOTTO VAULT=154.4 _ 12" ADS SW IE=174. CB a I ACES - 8" I SDM I 0 / SD I CR9 ~ I °..=162.98' a NI•a ^ 12" ADS E IE= .47' VAULT ACCESS/ RD RD I = I Iii ; I I �'I '_� TOP LL=161. 9' I RIM=166.81' j RD YARD DRAIN y/ P � �Ti RI TYPE I I'�I. NO RIM - � RIM=178.32' I. - - i � ADS W IE- 57.60' 8" PV E IE i I I i 12" ADS N I-174.28' � II 3 _ I E v� I PVC I 17512' I E E C!� U Z J Uj N Z ui L F- F- O a Q LL Z W z elf U LL T Om HOG WIRE FENCE U DOWN m � z I' N89'00'53"W 661.38' FROM E. LN. OF I NE Ya ATPIYa NORTH OF CORNER THEE I I 00 I00 I I VERT PIPE TOP 151 1T 12" ADS SW IE=174.31' M I 2 } { } VE OPENING 160.3 ' l I � -I •• I•'� ••' •• .�•' I I � I L / I I o W - W 6 RT OPENING 159.42' I o. 3 VAUL I I - I rl I 0 _ .. o • o. CB STD T• PE I � I s GR I vi 4 A 0. i T 1 CCE S b VER PENING 5 0' e e 2 a SD I I .. I ... C . t-- s RIM ,66. HERE 0 I 69'/ WATERLINE CUT &CAP �I 3 I yaw I i i _I kYI.., .�•il��llI. l#I �II�„III 'II, ''; III _ 1Q IIiIi II - 8" PVC E IE-0�62.83 ACCESS 8PVC W IEI FLd O 'F/ YARD DRAIN YARD DRAIN O O aRIM=166.50' RIM=166.54' I / ;IIIFL II HYDRANT TO BE KEPT OPERATIONAL - 6" PVC E IE=164.28' 8" PVC W IE=164.32' o a 8" wl PVC W IE=164.28' ' rc :•� � r.Id qp9 I U I` 9 I I I� I WoDO NO RIM 12" ADS NE IE 175.17' I I �e'Gd 1 I� m IIIII a WATERLINE CUT & CAP HERE - SD'-_S I RO II II L✓ G / " D49a SD -SD -SD-SD- SD- SD - SD -SD C C SD - ROO(L.....�.....�..°:: r-III I' III �. ° ----::.n7�!57�ROCKERY , LgWN ROCK WALL 0.6' ;III ; ', - �F NORTH OF LINE ��Ir��l„ ; ICI I °, --X-- - - •�---- ----- I r-- - - - - - - �,oG - ---- 1.1D�II ° N89'01'12"W 630.55' I - I;:u III I ""'BUILDING 71 EDGE 111 I II I I I { OVERHANG -/ BUILDING LANDSCAPE l OVERHANG DECK I I LIGHT J-BOX LANDSCAPE RETAINOIOOD STEPS I; -1 III SSMH EXTRUDED CURB PAVERS WALLS KEYSTONE LANDSCAPE WALLS PAVER WALK w/HANDRAIL ROCK WALL o �l I II II s_ I CB EXTRUDED CURB ROCK RETAINING WALL LANDSCBUILDING PAVERS EXTRUDED EXTRUDED CURB OVERHANG -�tl II I EXISTING WATER LINE TALBOT PARK CONDOMINIUM BUILDING CORNER (ABANDONED) R) C. NO. 9706041221 4700 TALBOT RD. S o a ll I I RENTON, WA 98055 C I I ®yr APN 3559100000 a l C-) 04 ® � MI II B I I co I II III W I II I \ o co \ m 2 w z 0- z U Lu m Q Q U LJ.J Lu z J Lu Q i S Gefll LL �Mi, �� ��A �g0`�• w Av 0 z N O- 2 > m m II o jCn4 Q 1 _y 0 rn 3 o U a� a U Q 0 O V c ^i, W � N o c o L � W � fV T M i Q OO C4 -0 dl N Q tV I-- Ln i Ln a-+ fV yvV coW O �, or-0 Y N L r W E W z 00 o O V_ LEGEND O N - W/ THRUST BLOCKING 11 LF OF 10" 1-10" 11.25' VERT. BEND (FLxMJ) I 1-10" CAP (MJ) - SHACKLE CAP TO VALVE W WATER LINE NOTE: v - - - - - - - - - - - - _ (SEE WATER PROFILE #1) 1-10" FLxMJ ADAPTER I + - WITH 4-3/4 RODS 1. ALL MECHANICAL JOINT -'- -�..- _..�.= T " I ao EXISTING WATER LINE 7=0- =_ = _ - - -1 -__` = -_ 1-6 GATE VALVE J TEMPORARY BLOW OFF ASSEMBLY FITTINGS SHALL HAVE 5 I W/ THRUST BLOCKING - - PER CITY OF RENTON STD. PLAN-340.2 FITTING RESTRAINED RETAINER GLANDS q� I° �° - - - - - - - - - STA:6+49.98, 0.05' LT � EQUAL TO MEGALUG SERIES II II - _ _ - - - " INSTALL - 3" DOMESTIC WATER METER ASSEMBLY PER 1100 IN ADDITION TO CONCRETE THRUST BLOCKS. �1-10 11.25' VERT. BEND MJxMJ 6M CITY OF RENTON DESIGN STD. 320.4 SHOWN ALL MECHANICAL JOINT VALVES II + _ W/ THRUST BLOCKING- - II II r - - - ON SHEET WT-05 � I 28 LF OF 10" I I 23 LF OF 10" RETAINER GLANDSHALL HAVE S EQUAL TO II II I INED (SEE WATER PROFILE #2) I I �;S__ .... __ PROFILE O� _ J (SEE WATER PROFILE #2) Lj FIRE HYDRANT PER CITY OF RENTON DESIGN RE AINE SERIES 1 EQUAL II II I t WATER 1)100. I I STD. 310.1 SHOWN ON SHEET WT-05 II II I I I # �SE WATER PROFIL 7+ 7+55 82 LF OF 10" 134 LF OF 10" - �� 4 FIRE DEPARTMENT CONNECTION II II I � ■ ■ - + 10.00 - ss N GATE VALVE II yy II I I ENLARGED VIEW #2 15.00 10.00 II I I ' I I NI PRESSURE REDUCING VALVE ENLARGED VIEW #1 SEE THIS SHEET STA:6+61.23, 22.91' RT I STA:7+04.10, 0.12' LT II WATER PROFILE #1 0+07.55 = I W - INSTALL n i�, I10.00 INSTALL - - - - - - - - - UTILITY EASEMENT II II A -LINE 12+29.08 I SEE THIS SHEET J 1 FIRE HYDRA YR I 1-10 TEE (FLxFL) PER CI I OF RED. �„ PLAN 310.1 � I ��• II I I I II I I ��� _ 1TY 11. SEE SHEET WT-05� + 3-10" GATE VALVES (FLxMJ) � STEEL CASING STA:0+19.14, 0.00 RT "� STA:5+12.44, 39.45 RT I W/ THRUST BLOCKING » _ 00 39 LF OF 10 15.00 . I j CONNECT TO EXISTING 12 WATER MAIN (SEE WATER PROFILE #1) - STA:4+86.70, 32.16' RT F INSTALL , I� �u.c•1 �' PER CITY OF RENTON STD. PLAN 300.3 INSTALL 1-4 90 BEND MJ 43F OF 1 I I 3" 90' BEND (MJ) BEND( ) (SEE WATER OFILE #1) _ SEE SHEET WT-05 13 LF OF 10" I I I F W/ RESTAINED JOINTS-FE:179.00 o J o 14+00 Ill II INSTALL I I I,� RESTRAINED JuiiJTS ,l N � U- �� s oo 1-12"X10" CUT -IN TEE FLxFL STA:1+88.38, 0.00' RT I 10.00 I o 23 LF OF 4 I CL o ss s ` + III.:;IU (FLxFL) -1 1� -I- ,-,- LL I I 3 STA:3+87.43 0.00' 1" IRRIGATION METER AND C ' �� .�II 3, r2 III;:: 1-12" GATE VALVE (FLxMJ) " INSTALL L` -' STA:4+89.83, 39.46 RT 0 1-1" SERVICE CONNECTION DCVA PER DETAILS ON ' .>.b IIf.;'. 1-10" GATE VALVE (FLXMJ) 1-10 GATE VALVE (MJxMJ) STA:2+00.78, 22.80' LT I o F INSTALL A I + PER STD. PLAN 320.1 IR-03 '--'-WT---- 1-12" FLxMJ ADAPTER W/ THRUST BLOCKING INSTALL 1-4" 90' BEND MJ w3 I '' j I I III ( ) I w STA:3+83.43, 28.43' RT 3 ~ III 2-12" SLEEVES (MJxMJ) 1-4 CAP/PLUG FOR I STA:2+97.08 71.32 RT ao RD W/ RESTAINED JOINTS CIS vcn " » ' VALVES TO BE CUT IN BY THE CITY FORCES STA:1+83.92, 0.00' RT FUTURE CONNECTION INSTALL D� I 9 F F INSTALL 3 RPBA IN ABOVE GROUND WITH 2 BLOW -OFF ASSEMBLY 1-3 45 BEND (MJ) STA:2+99.72, 74.33 RT i I ' ENCLOSURE "HOT BOX" PER STD. PLAN 11 I " " INSTALL INSTALL _ / I NO. 350.2 SHOWN ON SHEET WT-06 1 1-10 X6 TEE MJXFL PER STD. PLAN 340.2 W/ RESTRAINED JOINTS " » ( ) ON SHEET WT-05 1-4 45 BEND (MJ) i I 10.00-I , STA:4+47.26 28.14 RT 31 LF OF 10 1-6 GATE VALVE (FLxMJ) SEE LANDSCAPE PLANS III . a 10.00 23 LF OF 4" I I STA: 2+59.76, 0.00' W/ RESTRAINED JOINTS I 3 ' I ` ' 3 (SEE WATER PROFILE #1) W/ THRUST BLOCKING INSTALL �,L_1_I FOR CONTINUATION SHACKLE END CAP TO STA:2+64.73,109.26 RT1-10 90' BEND MJxMJ �"� as S INSTALLv VALVE WITH 2-3/4 ( ) 1,��- - STA:6+62.10, 25AT LT � I 18 LF OF 4" » W THRUST BLOCKING o,�. 1-4 45' BEND MJ yy ' i, = t' RODS AND BLOCK / �y " ( ) IN:;TALL o ' W 43 LF OFW3 A - ss- - W RESTRAINED JOINTS + ss c ` v�� / 1-FIRE HYDRANT ASSEMBLY ,+A3 II ; (SEE WA R PROFI #1) 5.00 E WATER ROFILE 1 �c STA:2+63.07, 105.25' RT- i - - '- # 19 LF OF 4 PER CITY OF RENTON STD. PLAN 310.1 I 1 LF OF 3 _ 133 LF OF 10 59 F OF 10" INSTALL- STA:2+59.76, 113.98' RT- SEE SHE ? I�'T-05 I ._�. ___I - 1-3 5' Bt_ND (MJ) NS - - - - I-- 3 4 17 55 RT ' 71 7.54 0 \ / , ss ss _. I TALL Dy1 _ _ ' STA: 3+8 . 3, 7 0.00 R TA - - - _ STA:2+01.11, r W RES RAINED JOINTS / STA:6+66.06 9.18 RT ' INSTALL RD RD - , " / 4 FIRE LINE , -%iTj I I STA: 3+83.45, 0.00 INSTALL 1'� 3 F 3 SEE MECHANICAL PLANS STA:6+66.08, 50.95 LT ' 3 DOMESTIC WATER METER ASSEMBLY 1cm 1 o I 1 N : , " " , S YARD HYDRANT INSTALL \' " o N . , : STA:0+50.53 0.00 RT 1-10 X4 TEE (MJXFL) �� FOR CONTINUATION WATER SERVICE TO YARD HYDRANT o » " TH 1 DCVA 1-10 x4 TEE (FLxFL) PER STD. PLAN NO. 320.4 SHOWN ON \\; 11 ; N �~ - INSTALL 1-4 GATE VALVE (FLxMJ) STA:2+59.76, 106.45' RT SEE BUILDING PLANS FOR CONTINUATION I » SHEET WT-05 :1 dll 1 " W THRUST BLOCKING D ' 2-10 GATE VALVES (FLxMJ) ' >=M� 1; 1-10 X6 TEE MJXFL / INSTALL ' » Q I4; EX. 12" WATER `�II " ( ) " STA:2+59.76, 114.20 RT " I 1-4 GATE VALVE (FLxMJ) .III N. 'A_ 1-6 GATE VALVE (FLxMJ » 1-3 90' BEND (MJ) 3" CW CONNECTION 25 LF OF 10 , STA:6+62.02 0.00' ' ' 4 LF OF 10 W/ THRUST BLOCKING Q STA:O+ 0.53, 27.,40 RT W/ THRI%T BLOCKING ❑ W/ RESTRAINED JOINTS SEE MECHANICAL PLANS (SEE WATER PROFILE #2) 000 INSTALL 0 S (SEE WATER PROFILE #1) 1-10"X6" TEE (FL) I INSTALL I �j�j I » FOR CONTINUATION o >; � 1-FIRE Hy D ANT ASNMBLY f L� 1❑ S STA:1+83.92, 13.87' RT FFE:167.00 8 LF OF 3 " STA:5+33.01, 0.00' co b 1-10" GATE VALVE (FLxMJ) PER CITY OF RENTON TD. PLAW, 310.1 I i INSTALL STA.2+59.76, 110.18 RT 4 LF OF 4 INSTALL I o 1-10" FLxMJ ADAPTER 0 S SHEET WT-05 � 1-FIRE HYDRANT ASSEMBLY INSTALL ,1 ENLARGED VIEW #1 m 1 I I 1 I " 1-10 TEE FLxFL -j ' r , II 1 0II F PER CITY OF RENTON STD. PLAN 310.1 1-4 90' BEND (MJ) " 0 1-6 GATE VALVE Q 1. - ' ` / ( + o W/ RESTRAINED JOINTS AND r J V_ I ^-J S[� -- aFP II SEE SHEET WT-05 W RESTRAINED JOINTS 3-10 GATE VALVES F o I STA:5+02.97, 0.02' LT ~ I % .I : , F " ; 'III ' .. ., I i W/ RESTRAINED JOINTS D o I THRUST BLOCKING INSTALL _ _ �'12 W TER / �I .A „ I 'd J'` "-' RD '1 THRUST BLO KI ��amp 41 ' III I I F _ 1 o STA: 5+92.25, 0.00' 1 1-10"X6" TEE (FL) A STA:0+28.50, 10.7 ' LT /i. - - , ♦ + " " s� STA:4+29.90, 0.00 as INSTALL 1-10 GATE VALVE (FLxMJ) LF OF 10 I IN! TALL I STA:0+28.61, 0.00' RT INSTALL IA LWATER PROFILE 3 0+48.13 - 1-10" 45' BEND (MJxMJ) ' 1-10" FLxMJ ADAPTER (SEE WATER PROFILE #1) A 1-FIRE HYDRANT ASSE BLY II INSTALL / o 1-10" 90' BEND (MJxMJ) TER PROF .01 W/ RESTRAINED JOINTS AND 1-6" GATE VALVE I PER CITY OF R TONII 11-10»X6 TEE (FLxFL.h W RESTAINED JOINTS AND D / THRUST BLOCKING ' W/ THRUST BLOCKING INSTALL 2.41, 0.02 LT ' STD. PLAN 310.1 _ 1-10 GTE VALVE (FLxMJ) �_ _-_-_ TH UST BLOCKING " " " SEE SHEET 0511 I " 34 LF OF 10 1-10 x4 TEE (MJxFL) 11-10 F MJ ADAPTER � D� DS - D� 103 ' STA:4+97.99, 0.02 LT " ' T �o III W W (SEE WATER PROFILE #2) INSTALL 1-4 GATE VALVE (FLxMJ) 1-6" G VALVE k.., ,+ r1 `III 20 LF OF 10" _� 1-10" GATE VALVE MJxMJ W/ THRUST BLOCKING ' W/ THRI ST BLOCKI (SEE WATER PROFILE #2) » " STA:5+57.76, 0.00' ' T (MJxMJ) ' 37 LF OF 10 THRI� . �QCK�PIG -UL 5+16.39,�Q2 LT STA:O� 71.32, 0.00 48 LF OF 10" 15.00 23 LF OF 10 INSTALL 13 LF OF 1 " `�I I I INSTALL , , , , , , (SEE WATER PROFILE #2) (SEE WATER PROFILE #2) 15.00 (SEE WATER PROFILE #3)� as I a INSTALL ---5*06-- as 1-10" 45' BEND (MJxMJ) 1-10 GATE VALVE-(MJxMJ- ' (SEE WATER PROFILE #�) �II 19 LF� 1-10 1. _ ` °T BEND (MJxII J) __ 22 LF OF 10" r I W/ THRUST BLOCKING- 56 LF 1�9T" �+ I (SEE WATER PROFILE #2) T' RUST BLOCKING JOINTS AND W/ THRUST BLOCKING 1 I ;0+0 OF 10 -� 5+00 ' I;�II111 I 1 0 _ w - 11III 39 LF OF 10" I:. s x » .,1113dm N PF " _ (SEE WATER PROFILE #3) �o ' 5 LF OF 10 4 LF OF 10" , . ,L LF� - -, - - _ STA:o+70.80, 0.00' (SEE WATER PROFILE #1) (SEE WATER PROFILE #1) X ---STA:0+48.05, 0.00_ _ _ _ _ STA:3+03.14, 0.08 LT " I I _ INSTALL I I.l°#III I INSTALL 25 LF 20 DIAM. STEEL CASING ,1-10y 11.25' BEND (MJxFL) ' I �J I ; INSTALL INSTALL 5+00 1: ul I 1-10" 11.25' VERT. BEND (MJxMJ) _ _ _ 1-10" GATE VALVE (MJxMJ) CENTERED UNDER RETAINING WALL 1� - -- W - - 1-10 22.5' BEND (FLxMJ) STA:5+12.44 25.09' RT 1:•�..jl• .I W/ THRUST BLOCKING � � � /RESTRAINED JOINTS AND � - � W RESTRAINED JOINTS AND I ' ' INSTALL ' I::•.�I I �If:� li STA:2+24.61, 0.00 THRUST BLOCKING STA:3+50.92, 0.00' :`1 I -.- _ = I� ;'; -THRUST BLOCKING - I STA:0+15.11, 0.00 RT INSTALL` T: + I DDCVA IN VAULT WITH FDC PER STD. 111 I 1-10" 22.5' BEND MJxMJ INSTALL , PLAN NO. 360.1 ' �, �. CONNECT TO EXISTING 12 WATER MAIN (MJxMJ) » STA:1+09.67, 0.00 r,,s , 1-10 11.25 BEND (MJxMJ) STA:1+19.67 0.02 LT , 3 3 PER CITY OF RENTON STD. PLAN 300.3 W/ THRUST BLOCKING " INSTALL EX. 10" GATE VALVE STA:5+02.98 26.09 R IN W/ RESTRAINED JOINTS AND CONNECT TO EXISTING 10" WATERLINE ' I•°;fll I o Ilj:rl SEE SHEET WT-05 1-10 45' BEND (MJxFL) ' INSTAL ' o » THRUST BLOCKING » » FINAL CONNECTION BY CITY FORCES I I + INSTALL 22 LF OF 10 1-10 22.5' BEND (FLxMJ) EX. 10 WATER 1-FIRE HYDRANT ASSEMBL �•:I » INSTALL I t,tl 1-12 X10 CUT -IN TEE (FLxFL) (SEE WATER PROFILE #2) W/ RESTAINED JOINTS AND " PER CITY OF RENTON STD. PLAN 310 II III .I 1-12" GATE VALVE (FLxMJ) STA:3+71.41, 0.00' RT THRUST BLOCKING 1-10 SLEEVE (MJ) I SEE SHEET WT-0 FIRE DEPARTMENT CONNECTION ' M I :� :. I III .:I , FITTING AND ADAPTERS AS REQUIRED SEE STD. PLAN NO. 360.1 SHOWN ON -10" GATE VALVE (FLXMJ) STA:2+47.02, 0.00 INSTALL STA:3+93.17, 0.00' FIELD VERIFY EXISTING LOCATION PRIOR ' SHEET WT-06 ' Q I 1 .,:11.1 I b� o'� 1-12y FLxMJ ADAPTER - " INSTALL 1-10" 11.25 BEND (MJxMJ) INSTALL TO INSTALLATION i 1 ` Imo„ 2-12 SLEEVES (MJxMJ) 1 10 22.5' BEND (MJxMJ) W/ RESTRAINED JOINTS AND 1-10" 90' BEND MJxMJ W " _ PIV LOCATION SEE STD. PLAN N0. w I :,I II ( (MJxMJ) L 8 LF OF 4 360.1 SHOWN ON SHEET WT-06 1 n VALVES TO BE CUT IN BY THE CITY FORCES W/ THRUST BLOCKING THRUST BLOCKING W/ RESTRAINED JOINTS AND z (� ----SD WATER PROFILE 2 0+03.05 = INSTALL 17 LF 20 DIAM. STEEL CASING # THRUST BLOCKING = I II A -LINE 10+62.57 CENTERED UNDER RETAINING WALL Z V) _ 0 0 z w z 0 Z w N M c O O C, -E Do 0 rn N E� ow �a- � o CALL BEFORE YOU DIG Ew M co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION N AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a_ 48 HOURS PRIOR TO ANY EXCAVATION. �Z STA:4+15.56, 0.00' STA:6+61.22, 0.05' LT INSTALL INSTALL 1-10" 90' BEND (MJxMJ) 1-10"X6" TEE (FLxFL) I 55 D..7qR �O� 0F Wgsy j cLjs �P o L 3 06/19/20191 NO. STA:8+64.11, 0.00' INSTALL ENLARGED VIEW#2 W-403602 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � Lchavez 08/07/2019 WATER UTILITY r agafour 07/31/2019 ' BUILDING PERMIT SUBMITTAL #2 R.E.W. 05 01 19 R.D.J. SURVEYED: SCALE: „ , 1 =30 VERDATE: " NAvo 191 HORIZONTAL NAD 1883/1891 DATUM CITY 0 F RENTON Planning/Building/Public Works Dept. W EAT H E R LY INN R E N TO N 4500 TALBOT RD S RENTON, WA 98055 WATER PLAN BUILDING PERMIT SUBMITTAL 3 R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN COMMENT RESPONSE S.R.O. 07/29/1 R.D.J. FlELDBOOK: PAGE: DRAWN: S. ORDONEZ ONE INCH FULL SCALE IF IF NOT ONE INCH SCALE ACCORDINGLY DRAWING No: WT-01 CHECKED: R. JAWS REVISION BY DATE APPR APPROVER. JAWS SHEET. 21 OP C'7 N i 184.0 182.0 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 0+50 H 0 30 60 0 SCALE IN FEET M O co 00 K0 v 0 cn 0 3 6 m SCALE IN FEET cn w Q Z V) cn 0 z w Z 0 Z w M O 00 N 00 N M 3 N U � Z w ii � o w a� CALL BEFORE YOU DIG C, (0 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION co AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o LJ THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N [If 48 HOURS PRIOR TO ANY EXCAVATION. �Z 1+00 1+50 2+00 55D.]A '�zO� OF WAS//, c�js �P o n Z p L, O43668 AS �FGI STEREO (��� SIGNAL 06/19/2019 N0. 2+50 3+00 3+50 4+00 WATER PROFILE #1 4+50 REFER TO R-4036149 W,,4036019 S,,403601 FOR BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION AS -BUILT INFORMATION R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS 5+00 5+50 6+00 SCALE: VERTICAL* N1988 CITY 0 F 1 "=30' HORIZONTAL: NAD 18/1e3/1891 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 6+50 7+00 184.0 182.0 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 7+,%55 W-403603 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LELOPMENT ENGINEERING havez 07/16/2019 WATER UTILITY agafour 07/12/2019 01 DATE: WEATHERLY INN RENTON 4500 TALBOT RD S PAGE - OK: PAGE: RENTON, WA 98055 DRAWING NO: WATER PROFILES WT-02 SHEET: 22 OF: C'7 O� 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 0+50 1+00 0 CD 0 M 0 co 00 K0 CV 0 0 Q U Lij m Z W (!) CD 2 Z V) cn 0 z w z 0 Z w N M c O O C, Do O M ow �a- � o CALL BEFORE YOU DIG Ew �� M co THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL cn VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING o THE UNDERGROUND LOCATE LINE AT (800) 424-5555 A MINIMUM OF N a_ 48 HOURS PRIOR TO ANY EXCAVATION. �Z 1+50 2+00 2+50 55D.]AR 1, �z O� OF WAS,,,/ cjS �P o n Z _ _ 2 o! 3 L, OAS �FGI S10NAL 06/19/2019 N0. 3+00 3+50 4+00 4+50 WATER PROFILE #2 H 0 30 60 SCALE IN FEET V 0 3 6 SCALE IN FEET 5+00 REFER TO R*4036149 5+50 W,,403601 , S,,403601 FOR BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL COMMENT RESPONSE REVISION AS -BUILT INFORMATION R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MELVIN S.R.O. 07/29/1 R.D.J. DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE APPR APPROVED: R. JARVIS 6+00 6+50 SCALE: VERTICAL* NAVID 19M CITY 0 F 1 "=30' HORIZONTAL: NAD 18e3/1891 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 7+00 7+50 8+00 180.0 178.0 176.0 174.0 172.0 170.0 168.0 166.0 164.0 162.0 160.0 158.0 156.0 154.0 152.0 150.0 148.0 146.0 144.0 8+50 8+75 W-403604 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FjDE'VIELOPMENT ENGINEERING havez 08/07/2019 ' WATER UTILITY :0:1 agafour 07/31/2019 DATE WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE. OK: P RENTON, WA 98055 DRAWING NO: WATER PROFILES WT-03 SHEET. 23 OF: WATER UTILITY NOTES AND SPECIFICATIONS (D C'7 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WATER PLAN GENERAL NOTES Standard Plan No. 300 C) WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS I� CONSTRUCTION. AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION N IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. i 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. MATERIALS ON -SITE. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH POLYETHYLENE PLASTIC PER AWWAC105 STANDARDS. AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST STANDARDS. METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA CONCRETE BLOCKING. C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH 7• ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE ~�Y o �,� '° PUBLIC WORKS STD. PLAN - 300.0 FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS + DEPARTMENT WATER PLAN GENERAL NOTES 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE MARCH 2010 ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO \BE USED IF REQUIRED. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGSTRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG"ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. CONCRETE THRUST BLOCK 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE(5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. C� MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB I 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AR HYDRANT. FINISH TO MATCH SIDE O EXPANSION JOINT AT BACK OF SIDEWALK /�_CONCRETE SIDEWALK OR PLANTING STRIP , 10 36" MIN COVER 3' OUND WALK. 2„ 0 16" x 8" x 4" MININUM 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CONCRETE iERARIYDRCD ANT I 3' 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 00 N 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER g APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. Lu Lu 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED - w BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 1 N �6 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY' N DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, o SHALL KEEP AS -BUILT DRAWINGS. x Z 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. cn 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF ui COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. N M C 0 o , 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALLCN ° SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) u w INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. D .. ,M S. o SOS O, �wA �_.I w 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED E n PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT y CD � OF FINAL PATCH. N41 � 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE o< G43668 O ~� SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. ss FrST of ZONAL CUT /- TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS PUBLIC WORKS DEPARTMENT 6" CONCRETE PAD EXISTING WATER LINE TESTING DETAIL t8 FT PLAN VIEW NEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN <BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 2- GATE VALVES (FLxMJ) 2- SOLID SLEEVES <MJ) OR RD-MAC COUPLINGS 1- ADAPTER <FL X MJ) 1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF TEMP. BLOCK ER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I, SPOOLS FINAL CONNECTION BY CITY FORCES hEIF.I/1�[�f�IJI� ��I�la 'S Y PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.3 DEPARTMENT IN -LINE TEE & TWO VALVES MARCH 2O10 REGISTER SHALL BE TOUCH READ PIT LID F',POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICATION xMJ) PAINTED BLUE ENCODER TYPE (ICE). METER MUST READ IN CU. FT. 2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 4" 90° BEND (MJ) \ 4" 90° BEND (MJ) INSTALL IN TEST PORT A 2"x2" TEE (MJxFL) 12" 13 LF 4" D.I. BRASS NIPPLE WITH w GATE VALVE (FLxMJ) 0 7'-0"� / A 2" RESILIENT Z SEATED BRASS GATE J VALVE AND 2" PLUG. Z w LADDER WITH 4" FLxMJ ADAPTOR '' SUPPORT BARS 2,-4„ 4" FLxMJ ADAPTOR PER OSHA 4" ., 6" D.I. TO BUILDING -� FLOW EPDXY NON -SHRINK GROUT �2'4" TEE(MJxFL) � WELDED STEEL COLLAR CITY PRIVATE TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING DRILLED HOLE IN COVER. LOCATE HOLE 2Y2' DEADMAN BLOCK FROM EDGE OF PIT LID AND RIBS. 4" TEE REQUIRED WITH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 3%3" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-O". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57-7L-8, 2 3'x3' DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO READ PIT SET SENSOR MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, 6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA. EQUAL TO OLYMPIC FOUNDRY CO. NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI" 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 S-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY PACIFIC 3 4" VALVE NUT EXTENSION IF REQUIRED WATER WORKS CO. INC. I (DWG BR46/PAGE B090) zQ FLOW 12" AROUND I _ A 0If FI LL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 t�� °� + �► + PUBLIC WORKS DEPARTMENT MARCH 2O10 R.E.W. 05 01 19 R.D.J. suRVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: S.R.O. 07/29/1 R.D.J. K. MELVIN ONE MAN ROCK- 1 6 I FIRE HYDRANT ASSEMBLY BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL COMMENT RESPONSE _ 06/19/2019 N0. REVISION �Z LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD 6",4" OR 3" CO OUN WA METER (FL) EQUAL TO SENS S OMNI C-2 METER WITH TOUCHREAD PITL I. TER &SENSOR WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC ADJUSTABLE STEEL FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED REDUCER. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. TO BUILDING -- Ell -_ 14" u CITY PRIVATE PIPING PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC OR APPROVED EQUAL. 3", 4" & 6" COMPOUND DOMESTIC WATER METER AS SCALE* 1 "=30' DRAWN: S. ORDONEZ ONE INCH CHECKED: AT FULL SCALE R. JARVIS IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY R. JARVIS vERncAL: NAw 19e HORIZONTAL: NAD 1883/1891 DATUM STD. PLAN - 320.4 MARCH 2O10 8 0 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. ° CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP � COUPLING. WATER MAIN 2" GALVANIZED IRON PIPE AS REQUIRED. 2" CLOSE NIPPLE 2" 90° ELBOW 2" GALVANIZED IRON PIPE, 12" LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 /PAGE B090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90° ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION :0] ,z Y STD. PLAN - 340.2 + � + PUBLIC WORKS 2" BLOW -OFF DEPARTMENT TEMPORARY ASSEMBLY MARCH 2O10 REFER To Ro*4036149 Wo*403601 , S"403601 FOR AS -BUILT INFORMATION CITY OF RENTON Planning/Building/Public Works Dept. W-403606 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOP' ENT ENGINEERING havez 08/07/2019 WATER UTILITY e% agafour 07/31 /2019 ' DATE: WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: RENTON, WA 98055 DRAWING No: WATER NOTES AND DETAILS wr-05 �I 25 OF•51 t-J I N 0 3 0 u') CD M O 00 KJ 0 0 m z cwn 2 c� z N O O z w N z O z LEI M �o �'D �00 n 3 N U � �z w wa- =)o > E o a N � 00 cV N 0 N W o � N a_ _� �z 12" M' 18" ME SEE A A PLAN VIE WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS DIECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1 /8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 6 2" VALVE MARKER POST WHITE POST G�z o PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1 �- DEPARTMENT NUT EXTENSION N p MARCH 2O10 THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8" x 3/4" METER SHALL BE SENSUS SRII WITH TOUCHREAD PITUD (TR/PQ ICE REGISTER. (METER OWNED BY CITY) PRECAST CONCRETE VAULT WITH 2 - 3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-0" x 9'-0" x 7'-2" UTILITY VAULT CO. 4484-LA OR EQUAL CITY PIPING PRIVATE PIPING 4" FL. x P.E. D.I. PIPE WITH COLLAR 18" FROM Z P.E. S-4" LONG - TEE (MJ x FL) o GATE VALVE (FL x MS) �5, -TO CITY MAIN 12" ALL AROUND - TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. 4" PIPE FL.x FL. �yG 2'-0" LONG K /,2 X 2X2" FIRE DEPARTMENT SIAMESE CONNECTION FOR STANDPIPE WITH BREAKABLE CAST IRON HOSE CAPS. /- 4' SWING TYPE GRAVITY OPERATED CHECK VALVE, /FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 4" PIPE, FL.x FL. SO" LONG i-4" SHORT RADIUS 90' BEND FL. TO BUILDING -� DEADMAN BLOCK REQUIRED. CONCRETE BLOCKING 4%4"W TEE FL. PLAN 4" GATE VALVE MJ X FL WITH INDICATOR ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL POST INDICATOR POST VALVE SAME SIZE AS INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST DOUBLE CHECK VALVE ASSEMBLY INCLUDES DOUBLE CHECK VALVE (MUELLER CO. OR COCKS, AND APPROVED CROSS -CONNECTION CONTROL TWO RESILIENT SEATED SHUTOFF VALVES. EQUAL). PAINTED RED. ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST APPROVED LIST. 4"" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. 4" DUCTILE IRON CLASS 52 PIPE, CEMENT LINED, LENGTH TO FIT. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. -� ,TO ���Itlil� �II� �liC�:111��■ =.I� 1 1 al 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH CATCH BASIN OR MA 4" 90' BEND FL. EL LADDER ADJUSTABLE STEEL PIPE COMPACTED FOUNDATION SUPPORT, STANCHIONS BOLTED NOTE. GRAVEL TO FLOOR 1. LOCATE VAULT IN PLANTING AREA NOT IN PAVING. END VIEW 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. 4. GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 6. INSTALL BRASS )/' FLARE TEST COCKS WITH Y4" FLARE CAPS. PUBLIC WORKS 4" DDCV ASSEMBLY WITH STANDPIPE DEPARTMENT OUTSIDE CONNECTION REFER TO R*403614, STD. PLAN - 360.1 MARCH 2O10 W,,403601 , S,,403601 FOR AS -BUILT INFORMATION J►rc, D. JA k -v n 1. N 11-1/4' BEND CAP 22-1/2' BEND 45' BEND TEE 90" BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90, 45' BEND 11 1/4' 90' 45` BEND 11 1/4` 90- 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 126.5 18.8 18.8 7.5 1 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' 1RUST BLOCK BEARING REA REFERS TO THE .ACE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8"x 11'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED VAULT OR EQUAL 4%4%6" BULL HEAD TEE, FL. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE PIPE COVER THROUGH 2" DIA. 6" FL.x DRILLED HOLE IN COVER. FL. 2'-0" LO THE BY-PASS ASSEMBLY SHALL BE \ INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY 5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3' CITY PRIVATE \ 11'- 2" Z PIPING PIPING TEE (MJ x FL) GATE VALVE (FL x MS) 5'- -TO CITY MAIN 12" ALL AROUND - CONCRETE BLOCKING _ no ALL DETECTOR DOUBLE CHECK VALVE 10", B" OR 6" FL.x P.E. ASSEMBLIES SHALL INCLUDE RESILIENT PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN FROM P.E. COCKS. AND APPROVED CROSS -CONNECTION CONTROL 10"- S-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- S-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER. 3" 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 1/2 FOR 8" ASSEMBLY 18 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 6" ASSEMBLY 1/2" 6 VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE 2'-11" BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. �Q WA S R cTs, AP o 1 y Z _ Q 'O uj 4366 O� RFGI STE��� � SSI O N A 06/19/2019 N0. SHACKLE RODS r^n _ , TYPE A BLOCKING ° nrA ^c s _I TYPE B Y GtiT �,t PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 � n + DEPARTMENT FITTINGS �FN YOB MARCH 2O10 4% 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. - 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. SO" LONG 6"& 8" ASSEMBLY. 6" SHORT m RADIUS 90' BEND FL. 10" ASSEMBLY 90' 8"X6" REDUCING BEND FL. TO BU3yLDING DEADMAN BLOCK REQUIRED. 10",8",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"x8"x6" TEE, FL. 6" ASSEMBLY VX15NC TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. 36 6"(PIPE FL. x S 6" 90' BEND FL.-�' GALVANIZED STEEL LADDER `ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW 6" 8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 PUBLIC WORKS ASSEMBLY WITH STANDPIPE OUTSIDE DEPARTMENT INSTALLATION MARCH 2O10 BUILDING PERMIT SUBMITTAL BUILDING PERMIT SUBMITTAL REVISION z 120 VOLT ELECTRICAL OUTLET FOR } z HEAT TAPE. INSTALL HEAT TAPE } FOR FREEZE PROTECTION CENTER BACKFLOW PREVENTER IN ao REDUCED PRESSURE ENCLOSURE a BACKFLOW ASSEMBLY (RPBA) 3" MIN. o 3" MIN. z' INSULATED ENCLOSURE MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER CO 3" MIN. CONCRETE SLAB z - UNION FINISHED 1 N GRADE FINISHED N GRAD r2 Q0 DRAIN "I z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT, ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. n� Y o� PUBLIC WORKS REDUCED PRESSURE BACKFLOW STD. PLAN - 350.2 DEPARTMENT ASSEMBLY IN HOT BOX �,�..-o$ MARCH 2O10 CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED MAXIMUM PIPE LENGTH FROM PROPERTY LINE so BUILDING WALL TO DDCVA MUST NOT EXCEED 50 FEET 2 3 OO ®�4 CONCRETE BOLLARDS z • O3 10 � T O PERIMETERS OF MINIMUM CLEARANCES •ON TO BE• FLOORNTED 5 FT. MAX. © 7 7 ENAMEL PIAINT STRIPE WITHN2NHITE NCH STENCILED BLACK LETTERS TO SAY: 9N^ "DO NOT BLOCK ACCESS" W z Ig o 10 m ® x U ~ W i o m W o F W a _j J 4 O O 0 z M W 3 a m O Z 4 INCH N 48 INCH 13 12 11 m z DDCVA MUST BE INSTALLED IMMEDIATELY AFTER N PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM IN WHICH DDCVA IS LOCATED SHALL: , A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM.Ln 9 B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA m D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. w W J A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA Of AND METER. O d In SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. I 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) oLt ==fly 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND Z x FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE < _ THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH N co 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 18" LONG SPOOL (FL x PE) 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH 'SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. GtiT INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 �► PUBLIC WORKS DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2O10 R.E.W. 05 01 19 R.D.J. SURVEYED: R.E.W. 06 19 19 R.D.J. DESIGNED: K. MEBAN DRAWN: S. ORDONEZ CHECKED: R. JARVIS BY DATE AP P R APPROVED: R. JARVIS SCALE: 1 *=309 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. FINISHED GRADE ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION° TEMPORARY 2" GALVANIZED PIPE AND 2- GATE VALVE INSTALL 2" PLUG ON TOP BUNG FLANGE AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF ►MN LINE VERnCAL CROSS (MJ x FL) ONE BUND FLANGE ON TOP OF CROSS WrtN 2• TAP & 2• TEMPORARY BLQW-OFF ASSEMBLY (REMOVE BLOW-0FF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLE MNG 'POLY-PKI•) ONE BUND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE ELOCKHG ALL DE6R15 AND POLYMC5 lmou BE REMOVED FROM SUMP OF vEnCAL CROS5 BEFORE DISmFEC1161M 8F NEW WATER MAIN FUBTJC WORKS POLY PIG STATION FOR CLEANING OF SM. PLAN - 300.6 « DEPARTMENT WATER MAINS MARCH 20101 W-403607 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING F jchavez 07/16/2019 WATER UTILITY agafour 07/12/2019 DATE WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE RENTON, WA 98055 DRAWING NO: WATER DETAILS wr-os SHOT. OR 26 51 M O I I 0 W M O N 1• (D� aD o �� �00 �M 3 N U � Z o W N a- CO a- � o J E w L N 00 N 00 N � � 0 N W 0 0 N � a �Z WATER METER/ POINT OF CONNECTION (P.O.C.) — SEE PLAN FOR LOCATIONS) BALL VALVE DOUBLE CHECK VALVE ASSEMBLY (SEE DRAWING FOR LOCATION AND SIZE) QUICK COUPLER MANUAL DRAIN VALVE 1 POINT OF CONNECTION (POC) DETAIL N.T.S. RAINBIRD #63100 VALVE MARKER 2" PVC SLEEVE MAIN LINE REDUCING TEE 3/4" CLOSE NIPPLE 3/4" X 3" PROTECTIVE PVC NIPPLE GRAVEL SUMP (2 CU. FT.) 12" MIN. 5 MANUAL DRAIN VALVE DETAIL NTS FINISF SPRINKI 1-SCH. 40 & STREE PRE-ASSEMBL JOINT W/ SCH. 9 POP-UP SPRINKLER HEAD N.T.S. NISH GRADE P-CO-REN-21 BRASS ANGLE VALVE WITH UNION. INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. Z_ 73 04 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. — FINISH GRADE. n w o ��I ,�� m FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. ISOLATION VALVE AS '— PVC MAIN LINE. SPECIFIED.L SLIP/THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. BRASS ISOLATION VALVE 1 1/2" = 1'-0" SCH. 80 RISER 20"X14" JUMBO PL VALVE BOX. PVC TRUE UNION BAL1--, VALVE. 2" ABOVE GRADE AT SHRUBS. SET BOX FLUSH///mm�m AT TURF. E� FINISH GRADE AT LIP OF BOX IN TURF AND PAVED AREAS (1" BELOW LIP IN ALL OTHER AREAS) VALVE BOX: REFER TO IRRIGATION SHEET NOTES OR SPECIFICATIONS VALVE BOX COVER — BRASS UNION BRASS NIPPLES " MIN. CLE A RANCE 6E -7 BACKFLOW PREVENTOR PVC MAINLINE PEA GRAVEL (INSTALL MIN. 2 CU. FT. BELOW BACKFLOW PREVENTOR) 3 DOUBLE CHECK VALVE (DCVA) P-CO-REN-22 NTS CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. RCV AS SPECIFIED. BASKET FILTER AS SPECIFIED. PRESSURE REGULATOR AS SPECIFIED. PVC UNION W/ SHORT NIPPLES. ITIIII,� III o m OUTLET PIPE SAME SIZE AS VALVE, 24"ibFFhP LENGTH TO FIRST FITTING. PROVIDE FOUR BRICKS TO 45° DOWN AS REQ. TO SUPPORT VALVE BOX. LATERAL PIPE DEPTH. SxT TEE W/ 2" NIPPLE AT MAINLINE. 6 DRIP VALVE W/BASKET FILTER P-CO-REN-24 1 1/2" = 1'-0" P-CO-REN-35 18-24" COILED WIRE P-CO-REN-27 WATERPROOF CONNECTIONS (2) NODE-X00 NODE CONTROLLER 1 1/2" = V-0" P-CO-REN-30 TECHLINE COMBINATION TEE (MODEL TL075FTEE) DRIPLINE TUBINf Y4" MIN. TRIPLE SWIN JOIN NOTE - EACH CONNECTIOP CAPABLE OF MAX 10 GPM FINISH GRADE O v •d TWO STAINLESS STEEL CLAMPS. 1/2" X 36" GALV — STEEL PIPE. THREE PVC SCH 80 ELLS. 10" DIAMETER VALVE BOX. HEAD BRAND "QVC" ON LID C/) WITH 2" HIGH CHARACTERS. E Q Q Ld z Q gm z = = z FINISHED GRADE. N QUICK COUPLING VALVE AS SPECIFIED. GALV. NIPPLE, LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 3" PVC SCHEDULE 80 NIPPLE. 12" PVC SCHEDULE 80 NIPPLE. 4 QUICCOUPLING VALVE IN BOX P-CO-REN-18 1 1/2" = 1'-0" r NOTE: P-CO-REN-33 1. RECOMMENDED MINIMUM FILTRATION: 120 MESH 2. PRESSURE AT FLUSH VALVE SHALL BE MIN 21.8 PSI 3. HIGH CHECK VALVE (MAX 8.5' OF WATER (ELEVATION CHANGE)) 4. REFER TO MAXIMUM LENGTH OF A SINGLE LATERAL CHART REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR POLY SUPPLY HEADER Techline® HCVXR DRIPLINE Techline® START CONNECTION SEE SPECIFICATIONS FOR ROW SPACING ISLAND PERIMETER PERIMETER LATERALS 2" TO 4" FROM EDGE Lv vJ MANUAL FLUSH VALVE PLUMBED MF TO Techline® HCVXR (TYP) 7 TECHLINE START CONNECTION (SWING JOINT RISER) 8 HCVXR LITE ISLAND LAYOUT N.T.S. P-CO-REN-28 NTS REFER To R,,403614, W,-1403601 , S*4403601 FOR AS -BUILT INFORMATION B . G v VCR BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG suRVEym: z z BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: A. VOS U DRAWN: �Q> A. VOS s ioCHECKED J. GLANDER FxP.o2 P E A APPROVED: N0. REVISION BY DATE APPR 09/14/2018 J. GLANDER ONE INCH AT FULL SCN E IF NOT ONE INCH SCALE ACCORDINGLY VMCAL: NAVE) 19M HORIZONTAL: NAD 1953/1991 DATUM AO %R CITY OF RENTON Planning/Building/Public Works Dept. W-40361 0 R-403640 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 ' WEATHERLY INN RENTON 4500 TALBOT RD S FlELDBOOK: PAGE: RENTON, WA 98055 DRAWING No: IRRIGATION DETAILS IR-03 SHEET. OR 50 51 Q0 C') O W (0 C'7 O N 1• C M N O a� 00 N n 3 N U � i Z i W N a- LLJ � O J Ew a� s� N O N Co cV N 0 W N 0 0 N a_ �Z SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIF SECURELY BOLT CONTR TO WALL. INSTALL BAC BATTERIES AS REQUIRE[ GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. 00 LONG SWEEF 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 bLLOW GRADE. 1 WALL MOUNT CONTROLLER 1" = 1'-0" P-CO-REN-31 VALVE BOX & COVER; FINISH GRADE AT LIP OF REFER TO IRRIGATION BOX IN TURF AND PAVED SHEET NOTES AND/OR AREAS; 1" BELOW LIP IN DETAILS, PROVIDE ALL OTHER AREAS VALVE BOX EXTENSIONS AS REQUIRED. SCH. 80 PVC UNION ELECTRIC CONTROL VALVE LATERAL PIPE TO SCH. 80 NIPPLE SPRINKLERS SCH. 40 PVC & FITTING SUPPORT VALVE BOX WITH 4 BRICKS, TYP. E� PROVIDE A MIN. 3" MINIMUM 6" DEPTH CLEARANCE OF PEA GRAVEL ffm TI IT SCH. 40 PVC FITTING LOW VOLTAGE WIRES PRESSURE MAINLINE NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN -LINE" WIRE SPLICES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE. 3 ELECTRONIC CONTROL VALVE P-CO-REN-32 09/14/2018 10 SINGLE OUTLET EMITTER: IRRIGATION SPECIFICATIONS RAINBIRD XERI-BUG O2 1/4" VINYL DISTRIBUTION TUBING 1. THIS PLAN IS DIAGRAMMATIC; ALL PIPING, VALVES, ETC. SHALL BE INSTALLED IN SHRUB BEDS WHERE POSSIBLE AND SHALL FOLLOW THE PLAN AS CLOSE AS IS PRACTICAL. 30 1/4" TUBING STAKE O4 MICRO -SPRAY: RAINBIRD 2. LOCATE ALL MAINLINES WITHIN THE PROJECT LIMITS. XERI-SPRAY 3. PIPE SIZES ARE CONSTANT BETWEEN PIPE SIZE CALL -OUTS. ALL LATERIAL PIPES SHALL BE INSTALLED AT 12" DEPTH O5 SUBTERRANEAN EMITTER BOX AND 24" DEPTH UNDER PAVED AREAS. MAIINLINE PIPE SHALL BE INSTALLED AT 18" BELOW GRADE AND 24" BELOW PAVED AREAS. O6 MULTI -OUTLET EMISSION DEVICE O7 POLYFLEX RISER 4. REFER TO DETAILS FOR ADDITIONAL INFORMATION. 5. ALL PIPING AND WIRING UNDER PAVED AREAS SHALL BE HOUSED IN CLASS 200 PVC SLEEVES INSTALLED AT A 24" O8 FINISH GRADE ADJACENT PAVING DEPTH. SIZE SLEEVES AS NEEDED TO ACCOMMODATE PIPE AND WIRES, UNLESS OTHERWISE SPECIFIED ON DRAWING. OR BARK MULCH FLUSH WITH TOP OF BOX 6. CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NEEDED TO OBTAIN FULL COVERAGE. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE NOZZLE CHANGES AS NEEDED AT NO ADDITIONAL COST. ADJUST HEAD POSITIONS O9 SUBGRADE AND ADD OR DELETE HEADS AS NEEDED DEPENDING ON ACTUAL FIELD CONDITIONS. 10 FLEX RISER STAKE 7. ALL MANUAL, GATE AND ELECTRICAL VALVES AND OTHER UNDERGROUND EQUIPMENT SHALL BE HOUSED IN NELSON, 11 PVC SCH 80 CLOSE NIPPLE AMETEK OR EQUAL RECTANGULAR VALVE BOXES. 12 3-INCH MIN. DEPTH OF 3/4" 8. NO IN -LINE WIRE SPLICES ALLOWED. SUPPLY VALVE BOXES AT ALL ELECTRICAL JUNCTIONS. TAPE AND BUNDLE WASHED GRAVEL WIRES EVERY 25 LINEAR FEET. 13 PVC SCH 40 TEE OR ELL 9. CONTRACTOR IS RESPONSIBLE FOR COMPLETE SYSTEM DRAINAGE. INSTALL KING BROS. 1/2" AUTOMATIC DRAIN VALVES AT LATERAL LINE LOW POINT(S). INSTALL MANUAL DRAINS AT ALL MAINLINE LOW POINT(S) AND WHERE 14 PVC LATERAL PIPE, SIZE PER PLAN INDICATED ON PLAN. CONTRACTOR SHALL PROVIDE ADJUSTABLE CHECK VALVES ON ANY IRRIGATION HEAD THAT EXPERIENCES LOW HEAD DRAINAGE. 2 M LTI-OUTLET EMISSION DEVICE P-CO-REN-45 REFER To Ro*4036149 W,,4036019 S*4403601 FOR AS -BUILT INFORMATION BUILDING PERMIT SUBMITTAL #2 A VOS 05 01 19 JBG suRVEYED: 2 BUILDING PERMIT SUBMITTAL #3 A VOS 06 19 19 JBG DESIGNED: �+ A. VOS DRAWN: A. VOS CHECKED: J. GLANDER NO. REVISION BY DATE APPR APPROVED: J. GLANDER ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 10. ALL THREADED PIPE CONNECTIONS SHALL BE MADE USING TEFLON TAPE WRAPPED AT LEAST THREE TIMES AROUND PIPE THREADS. 11. ALL GATE AND ELECTRIC VALVES SHALL BE INSTALLED WITH UNIONS ON THE DOWNSTREAM END OF THE VALVE (REFER TO DETAILS). 12. ALL PIPE SHALL HAVE A FIRM UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH LINE, FREE OF ROCKS OR DEBRIS. ALL TRENCHES CONTAINING PIPE AND/OR WIRES SHALL BE BACKFILLED WITH CLEAN TOPSOIL, FREE OF ALL LUMBER, RUBBISH AND ROCKS OVER 1" IN SIZE, OR CLEAN SAND IF CLEAN TOPSOIL IS NOT AVAILABLE. 13. CONTRACTOR SHALL PROVIDE OWNER WITH ONE SET OF AS -BUILT RECORD DRAWINGS SHOWING EXACT ACTUAL LOCATIONS OF ALL SPRINKLER EQUIPMENT. CONTRACTOR SHALL ORIENT OWNER WITH COMPLETE SYSTEM AND CONTROLLER OPERATIONS, AND WINTERIZATION PROCEDURES. 14. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT SHOWN ON THE PLANS AND INDICATED IN THE SPECIFICATIONS TO ACHIEVE PROPER OPERATION OF SAID EQUIPMENT. ALL EQUIPMENT INSTALLATIONS, ELECTRICAL AND PLUMBING CONNECTIONS SHALL BE IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES, THESE SPECIFICATIONS, AND THE MANUFACTURERS RECOMMENDATIONS WHETHER INDICATED ON THE DRAWINGS OR NOT. 15. CONTRACTOR SHALL INCLUDE IN HIS BID ONE FALL WINTERIZATION AND ONE SPRING ACTIVATION OF IRRIGATION SYSTEM. THESE ACTIVITIES SHALL BE INCLUDED AS PART OF OWNER ORIENTATION PROCEDURES. ANY DAMAGE TO THE IRRIGATION SYSTEM OR THE LANDSCAPE AS A RESULT OF FAILURE TO COMPLY WITH THESE REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 16. CONTRACTOR SHALL GUARANTEE IN WRITING ON HIS COMPANY LETTERHEAD ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE FULL YEAR FOLLOWING ACCEPTANCE OF SYSTEM INSTALLATION. 17. BACKFLOW PREVENTOR SHALL BE INSPECTED AND TESTED BY A CERTIFIED BACKFLOW DEVICE INSPECTOR. PROVIDE OWNER WITH ONE COPY OF APPROVAL CERTIFICATE. VERTICAL* NAVD 1988 HORIZONTAL: NAD 1983/1991 I U M CITY OF RENTON Planning/Building/Public Works Dept. W-403611 R-403641 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Matt Herrera 08/05/2019 WEATHERLY INN RENTON FIELD4500 TALBOT RD S PAGE:AGE. OK: P RENTON, WA 98055 DRAWING NO: IRRIGATION DETAILS AND SPECIFICATIONS IR-04 SHEET. 51 OF: