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HomeMy WebLinkAboutzW-0481Setl F.H. ON CEDAR AVE. S. 7' EXISTING MAIN 129 ` °.,'.....`.`•'.'.".•' 130 131 135 136 137 ,, 138 139 1 140 ' 141 128 III 110 109 108 III � Z 132 133- 134 !E• I Y - CED � 113 n e 107 114 12' /v� , - -_. ' 115 126 125 124 .23 122 121 120 5 t�l ��rr� 4 ° TRACT "q,. 5 I i 6 97 �vG • 9E SHEET 4 MeL� 106 8 .............. • 95 99 105 i` 9 77 78 A � t 94 �•,.......- �'•°.,... 1 76 I i 92 111,,E 93 M R'� F-- 100 � 36 � 104 - 10 75 1 1 ,tl, M IOi \ 12 91 / 102 3 79 / 35 101 / 3 4 �• 73 I 90 3 7 � \\ i 4 \ 38 / I I �• G 89 40 gg 33 - 6 6o G'C 41 I i i — I 2 3 API1 1 42 .-2 - 17 / EXISTING 6" C.I.. 72 T 88 31 \ \ 18 81 �Wl�f l �� II 43 \ 30 19 — II 87 44 29 \ - 20 DEFT 71 1 ,y. 47 28 CJ , fit 21 45 TRACT D 86 �� Gj ` ti 48 M \1.�% \ 22 ;' "•• �s� NOTE: i 57 46 23 � \ �•� 1. "CONSTRUCTION AREA. A & B" ARE DELINEATED FOR 83 I �� �+ tRP t 24 BIDDING. AND MANAGEMENT PURPOSES ONLY. 69 it - 27 25 70 I 85 56 \ _ - 49 26 2 . TRACTS T , °f3�7d' &"D° ARE FOR OPEN SPACE AND 6s r 58 �a��'(� - UTILITIES EASEMENT. I ea �Q !'►` 59� 55 52 51 6 \ \50 7 � - WELL. c S. 54 53 S¢ 5`5 xI�'C1NG12' - 5 go-_L I J.M.E. - PER CITY OF RENTON 3/6179 � 66 .65 64 63 62 61 I A�GE55 co.. . - v T, 'Y• /; z - REV. NO. DRAWN BY REVISIONS DATE APPflOVAL . — i o �o R'sr,��, APPROVED BY: CITRUST DEVELOPMENTS CORP. DATE �y��� s� DRAWING BY v TING, q rls o-. �_ m DUAL PRESSURE �' �g Ea REDUCING STATION w // � � APPROVED BY `�rl �� �� 79 �sjQNAL�� d' �N iNEER D7tTE n H nE AT��� _ VICINITY MAP W-481 VICTORIA HILLS WATER DISTRIBUTION SYSTEM SCALE I"=2000 r VICTORIA SEE SHEET 6 - - f ubl�c Wnrks Direct �' �..,_ HILLS RD. 6--ol ®TA�gC'T 405 167 l F.H. ON CEDAR AVE. S. 7' EXISTING MAIN 129 ` °.,'.....`.`•'.'.".•' 130 131 135 136 137 ,, 138 139 1 140 ' 141 128 III 110 109 108 III � Z 132 133- 134 !E• I Y - CED � 113 n e 107 114 12' /v� , - -_. ' 115 126 125 124 .23 122 121 120 5 t�l ��rr� 4 ° TRACT "q,. 5 I i 6 97 �vG • 9E SHEET 4 MeL� 106 8 .............. • 95 99 105 i` 9 77 78 A � t 94 �•,.......- �'•°.,... 1 76 I i 92 111,,E 93 M R'� F-- 100 � 36 � 104 - 10 75 1 1 ,tl, M IOi \ 12 91 / 102 3 79 / 35 101 / 3 4 �• 73 I 90 3 7 � \\ i 4 \ 38 / I I �• G 89 40 gg 33 - 6 6o G'C 41 I i i — I 2 3 API1 1 42 .-2 - 17 / EXISTING 6" C.I.. 72 T 88 31 \ \ 18 81 �Wl�f l �� II 43 \ 30 19 — II 87 44 29 \ - 20 DEFT 71 1 ,y. 47 28 CJ , fit 21 45 TRACT D 86 �� Gj ` ti 48 M \1.�% \ 22 ;' "•• �s� NOTE: i 57 46 23 � \ �•� 1. "CONSTRUCTION AREA. A & B" ARE DELINEATED FOR 83 I �� �+ tRP t 24 BIDDING. AND MANAGEMENT PURPOSES ONLY. 69 it - 27 25 70 I 85 56 \ _ - 49 26 2 . TRACTS T , °f3�7d' &"D° ARE FOR OPEN SPACE AND 6s r 58 �a��'(� - UTILITIES EASEMENT. I ea �Q !'►` 59� 55 52 51 6 \ \50 7 � - WELL. c S. 54 53 S¢ 5`5 xI�'C1NG12' - 5 go-_L I J.M.E. - PER CITY OF RENTON 3/6179 � 66 .65 64 63 62 61 I A�GE55 co.. . - v T, 'Y• /; z - REV. NO. DRAWN BY REVISIONS DATE APPflOVAL . — i o �o R'sr,��, APPROVED BY: CITRUST DEVELOPMENTS CORP. DATE �y��� s� DRAWING BY v TING, q rls o-. �_ m DUAL PRESSURE �' �g Ea REDUCING STATION w // � � APPROVED BY `�rl �� �� 79 �sjQNAL�� d' �N iNEER D7tTE n H nE AT��� _ I°IAIIISTM ASSOCIATES INC sPm�Nmea • vuNNPUS W-481 VICTORIA HILLS WATER DISTRIBUTION SYSTEM CHECKED BY APPROtlfD SHEET SEE SHEET 6 - - f ubl�c Wnrks Direct �' �..,_ 6--ol 8-4- 6 — 7'R2 LINE i � LOCATE END OF 12 "D.I. PIPE 5'± SOUTH OF FIRE .HYDRANT TEE & EXTEND 12 "D;I. LINE. 66 67 68 4 +15 4"CAP WITH 2" BLOW OFF ASSEMBLY , c / v i 65 N r 1Q' STATE TO CONSTRUCT 12" CULVERT �Y rJLP� 3/85 x p-eV V4LIL7 Foe sr Hwy coy c5T 4' TO 30" TYP. 2 +77 10'LT. 64 I LINE OR ONTINUOUS BETWEEN MECHANICAL 8' TEE, M.J. 8 "x4" REDUCER P.E.xP.E. II i SKIDS, 6 TYPICAL i� 111177 SIZE TO FIT 4" GATE VALVE, M.J. N.T.S., / 40 0 40 V 80 =40' scale feet J.M.E. PER CITY OF RENTON 3/6/79 W.O.M. 386 +00 I( DAYLIGHT 4" DRAIN LINE U I rn -- I 63 STATE TO FILL EXISTING > o ROADWAY & CONSTRUCT NEW _ DRIVEWAY. ) I o U >< J _J LIJ 4 "C.I. OR PVC FLOOR DRAIN LINE FROM VAULT. (NOT,TO BE IN SERVICE UNTIL ° a N 1 +80 101LT. STATE'INSTALLS 12" CULVERT ACROSS DRIVEWAY.) iQ„ 0 8" 1140 BEND, M.J. F C6 ; L 385 +00 2 62 0 12" D.I. SOLID SLEEVE COUPLING, M Q N ,' ; 8" EE, AL FL. " G TE AL E, FL. x M.J. 8 V a LONG PATTERN W DUAL PRESSURE REDUCING 15, EpStiMENT -- STATION SEE SHEET 6 LINE ON PROPERTY LINE " ¢' -'6 '± 18" S EEL CA ING 12" 22y20 BEND, M.J. 95 EXISTING F.H. 12" 222° BEND, M.J. M ��7 EP) 61 8 "45° BEND, M.J. 384 +00 M titi 8 "D.I . 31+ STA. 18+27.37 69 �o. 70 0 +24 1011-T. G .8" GATE VALVE, M.J. 0 M 0 +44 D.I. FIRE HYDRANT ASSEMBLY 1+00 66'± J 2 1 +10 8'LT. a o - O 8" 222° BEND, M.J. 1 +33 LINE 101T. 1 +99.71 84 83 1 +56 •i a 1 +30 1011-T. 8" 90° BEND, M.J. / �s 71 72 73 3 +35 141LT. 8" 2220 BEND, M.J 3 +90 14' LT. 74 2 +85 12'LT. 8" 2220 BEND, .J. 8" 222° BEND, M.J.. J 1 4 +18 10'LT. (TEE) FIRE HYDRANT ASSEMB fix' •O 8'x8 "x6' TEE, MJ,x M.J. x FL. e •( �8 x' 8 "x4" REDUCE , P.E. x M.J. 75 `® 3 +65 LINE 10'LT. 4 +27 10' LT. 4" 45° BEND, M.J. 3 +10 LINE 10'LT. �tix�O 81 1x A 80 'u I 76 9y .� =1 +55 8'LT. 8" 22120 BEN\M.J. J � 82 77 +30 B OW-OFF I OFFASSEMBLY 79 78 85 86 0 +76 I 8 "D.I 15'+ .51 P TO A. 383±40 s o J. 16" STEEL 8" BEND M.J.- 1 -- -- - - -_ -- - OLYMPIC PIPELINE CO. OLYMPIC OIL PIPELINE 12'D.I: 0'+ _ _- - _ CI ?Y OF SEATTLE �a STA. 17 +12.37 v° 1 00 �___ -_- - - - 0+ 6D" REINF. CONC. PIPE WATERh1AIN' 12 "D 145`+ = --- 16 00 CITY OF SEATTLE 'RATER DEPT.EASEMENT _- �a 12" D.I. 100' ±, CONNECTION TO EXISTING 8" LINE - BY CITY OF RENTON 8" TEE, M.J. x FL. 8' GATE VALVE, FL. x M.J. 8'D I: NIPPLE, P.E. - 8" C.I. SOLID SLEEVE COUPLI G,•M. . LONG PATTERN [EXISTING 8" GATE VALVE TO BE CLOSED BY CITY OF RENTON. w CONNECTION TO EXISTING 12" LINE o' BY CITY OF RENTON. REMOVE 12 "xI2'x6 ;TEE & 6" GATE VALVE & REPLACE WITH oD 12 TEE, M.J. ° 12 D I,._ NIPPLE P.E. 2- REQUIRED 12 GATE- VALVE, M.-H. IN VALVE -CHAMDER. 12" C.I. SOLID SLEEVE COUPLING, M.J. _ LONG PATTERN I ~ S. 23RD ST. N I � w T 13 R5EWM +029 _ MONUMENT DETAIL 60' ±.18" _ST E CA IN N. THI K ES 7p;• 7J, r +383 +00 NOTE: 17 +50 FIRE HYDRANT ASSEM LY 16 +50 4'LT. \ 1S Op. CONTRACTOR TO NOTIFY OLYMPIC PIPELINE CO. - - 12" 222_. BEND, l.J-. \ CITY OF "SEATTLE WATER DEPT. PRIOR TO ANY DIGGING WITHIN PIPELINE EASEMENTS. O I CONTRACTOR TO FIELD VERIFY LOCATION AND 15 +20 14'LT. \ S , 43 DEPTH OF BOTH 16" PETROLEUM PIPELINE AND 12" 114° BEND, J. \ \.* A, 60" WATER PIPELINE PRIOR TO CONSTRUCTION. 60 59 58 1�1 AE'I'ROVED GENERAL NOTES T_.__Tn__worT materials shall be in conformance with the standards and specifi- cations of the City of Renton Utility Department and APWA Standards and Specifications, 1977 Edition. 2. All locations of existing utilities shown are approximate and it shall be. the Contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance. 3. Water Main Pipe. All water main pipe to be cement lined cast iron pipe con- forming to ASA Spec's A21 -6 -1970 and /or A21 -8 -1970, Class 22 (Pipe); A21 -1 (Pipe strength) ; and A21 -A 1964 (lining and sealing). The pipe will be push - on or mechanical joint. Bedding to be Class C. Alternate Pipe. All water main pipe to be cement lined ductile iron pipe cenfoming to ASA Spec's A21 -51 -1971, Class 52, Grade 60 -42 -10 (Pipe), A2.1 -4 -1964 (lining and sealing). Pipe joints to be push -on or mechanical joint. Bedding to be Class C. 4. All fittings to be cast iron, Class 250, conforming to ASA Spec. A -21 -10 -1977. Fitting joints to be flanged or mechanical joints. 5. All water main to maintain a minimum cover of 3b inches below finish grade. Where utility conflicts occur, water mains are to be lowered to clear. 6. All water mains shall be pressure tested and disinfected 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 repre- sentative of the 'City of Renton. All mains to be sterilized prior to placing lines into service. 7. A pre - construction conference and twenty -four hour notice will be required prior to starting new construction. 8. It shall be the Contractor's responsibility to secure all necessary permits prior'to starting construction. 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. 10. All connection to existing mains to be accomplished by the City of Renton. . All necessary excavation and materials to be supplied by the Contractor and be on -site prior to City notification. 11. Inspection will be accomplished by a representative of the City of Renton. It shall be the Contractor's responsibility to notify the Utility Department 24 hours in advance of backfilling all construction. 12. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie -in. 13. All fitting call outs shown list run size first and branch size last. 14. Gate valves include 8'x24" C.I. gate valve boxes & concrete valve marker where required or requested by City of Renton Public Works Departmebt. 12" gate valve assemblies include 1" by pass valve assembly & valve chamber as shown in City of Renton Standard Detail. 5.1 Skids for casing across SR 515 are to be installed as shown in Skid Detail below. A V �Y rJLP� 3/85 p-eV V4LIL7 Foe sr Hwy coy c5T 4' TO 30" TYP. 0 0 0 D.I. WATER 9'± LINE OR ONTINUOUS BETWEEN MECHANICAL JOINT SKIDS, 6 TYPICAL i� 111177 SIZE TO FIT SKID DETAIL N.T.S., / 40 0 40 V 80 =40' scale feet J.M.E. PER CITY OF RENTON 3/6/79 W.O.M. 382 +pD ,.. REV. NO... DRAWN BY REVISIONS DATE .e02APPROVAL NO. 4• ST APPROVED BY- DEVELOPMENTS ® CORP. ATE NovEMRO_1 73 O A �iTUST DEVE'LVPIYIENTS lof I 1 pi wus SCALE i_ 4D R n ®y DRAWING BY JALE.8LKAA_ PROdEC7 ENG EF -.7 w -48I. - VICTORIA, FALLS AHECKEDBY nFS�ONA Ai ,1AT#T#1 TA® ASSOCIATES INC WATER DISTRIBUTION SYSTEM SHEET C EF GI EER DATE IB,I�g� ENe1NEERi P6APiNFRS y 1:1 OF V.._.._ 0 N SEE SHEET 3 PUGET DRIVE SEE SHEET -3 \ \ \ \ 0 +40 I FIRE HYDRANT +' ASSEMBLY / 2+75,141 RT \ \ 1J 37 YYaI ��/ 12" GATE VALVE, M.J. 5 +63 14'RT. 12" 90° BEND, M.J. IN VALVE CHAMBER j \� 2.. D.I. 28'± 12" CAP x — 1 +00 _ 12" D.I. 15'± / 1 35'r_ _ PLUTG M =EE a 30 5 +20 14' RT. .f 5 +78 WLT. \ �! \• Y 12" GATE VALVE, M.J. 7p S I2" GATE VALVE, M.J. 3 +08.69, 14' RT. IN VALVE CHAMBEP, , IN VALVE CHAMBER �� ;�\3� -2" CROSS, M.y],,, � �N 25 v� 36 j o 5 +87 h 5 +62 14-'- 4 LT. 'Sipp. _-.._ _ - ��` P.T. STA.1 +88.24 P C, 3TA•0 +68 \\FIRE HYDRANT ASSEMBLY �- 3,00 01" x ,\ 12" TEE M.J. I'+ \ -' �2" D.I. 21 � \\ � 31 of .I. �_- r'�rn � P.C. STA 2 +49.91 � 0 4,00 Z'' 12" D.I. 39 0 0 \ \ \ // % 5 +30.5 14'LT. - - - - -- 12" GATE VALVE, M.J. IN VALVE CHAMBER 24 \ � 12" GATE VALVE, M.J. � \ \ \ \ 9G 35 / x, / IN VALVE CHAMBER 12 129 _FIRE HYD T ASSEMBLY i• - z 97 x(27 A ~�� v0a 128 \ o �� / /11+65 END CONSTRUCTION AREA co Lij \ oo 32 TEMPORARY 12" CAP 23 \ 11 +10 8'LT. ' / I 12" 22i° BEND, M.J. 12" 11 a° BEND, M.J. o° \ / \ 34 n- / a19 NO COVER �\ \ 14•x/ 98 s / P 33 126 10 ++ o 130 22 �\\ S3 % � ' 9 +95 LINE 10'LT. j 'o0 0 +30 101-IT. / 8" GATE VALVE,-M.J. 99 4 °'' 1 +31 14'LT. 2 +90 121LT.•o c i. <° BEND, M.J. i 0 +40 ° " / 9 +50 LINE ''LT. 1 /, \. \ FIRE HYDRANT ASSEMBLY 125 * N P 1 3 i \ /I.E. CASING 246.0± 3p '9156 9 +\p \ 1 +16 14'LT. ' ,2, G I 2 +35 12'LT. 12" GATE VALVE, M.J. 12" IV;' BEND, M.J. IN VALVE CHAMBER 0x0, r ✓p 0 15x n +A 100 9+11) 10 'IT, Fi r P'.C. s� 12 11< BEND, M.J. 0.92 " ND M {� ✓ Nz � � � •-� to I� 9+ \� \ ,5 , o r STA. 371 9.75 \ 13, 8"+GATE VALVE, M.J- FINISHED I I \C a FINISHED ftADE 255158 / ��� f I 132 I.E. CASING 2.9.Ot ZG' G\ (2L( 'r 70' -18" STEEL CASING O• 0 t STA. 371 +05.75 _\ lZ" 0x0 Y 101 J N V STA. 0-55(S. SR26TH,PL) / d E j +35 END CONSTRUCTION AREA A 8 +54 FINISHED GRADE 255.89 FOR LROZGN \ y TEMPO ° \ Igp"C T ` O ,x ,TEMPORARY 8` CAP _ TRACT i ❑ t Ei 1 Q Op ✓ 1 RAC i li�l� 8137 _lEfY2l pF 20 1 O IO \ O _ G�I�N 133 EXISTING 8„ CA 9"n CONNECTION TO EXISTING TEE BY CITY OF RENTON bus REMOVE 12" PLUG & INSTALL WSO� P� \ 7+74 ?'G 12" 900 BEND, P.E. x t4.J. X02 �,. 12 "Ti.I. NIPPLE, P.E. Qq,VE�' r rn n 12" GATE VALVE, M.J. IN VALVE CHAMBER. 7 +591. 19 Y oo , • • 5q Q I 134• 40 0 40 80 9•' = 40` s e \ \\ scale feet s 122 U \ \ \,\� a�s`x abZj!✓ (n "=•',a 7ti4 #.. T. I Certify these drawi+".9s have cecR \ \\ 6�4t7 �� r2v�sed according to Const ✓uc-(; a s'a, Pow¢e r ^coral and i�e!ci Su <vzy5 of ,er —SR 515 \. 103 B VA - RIGHT OF NAY. ;yy CanstruC�iDn. T- �ylti l3 121 % V. a 7�1 _ s 1 J.M.E. PER CITY OF RENTON 3/6179 N.O.H. 1 04 JOB NO z qcs - _. S APPROVED BAY= CITRUST DEVELOPMENTS CORP. DATE NCV VBER,279 2. L.C.L.^ ADDED INVERT ELEVATION OF CASING Z2 -18-79 K -T. 1 ? �a� SCALE 40 3 BEES AS -BUILT CORRECTIONS 3/11/80 H.T.H. ` s MAY YdYi> �` ` Q �_ ` -48E VICTQI�ifi► MILLS 't ,(,7C. AADeO STenu75 wartL n�h�_urAr ' /o /idCa J �" - I DRAWING BY J AA C4ECKED BY (� `Z� �* � -- OA� APPROYED, X531115 A- 95MIATES INC WATER DISTRIBUTION SYSTEM 67TEiY! SWEET /���' ���i f�6 ® woamrs • ►xu�x�s REV. NO. DRF.WN RY REVISIONS �OA-m APOROVAL OF- 0 0 a S. a RENTON 1 1 3 Q CORPORATE - u 1 / A - to kA . -.. -_� �f y m y + \p0 — 2 +i5 10'LT. W 0.1' z o ! 14 A Et /¢ 1 x 1 15 w al /2•�ar� Y.oivE rt✓ W w 5 +58 I 116 LL FIRE HYDRANT ASSEMBLY 1 1 7 9e co ` 1 1 8 s 3 3 +00 i 120 E2! ' 4 2 2 +90 1 _T. 4 8" 300 BEND, M.J. EI 11 EASEMENT - TRACT A % 12" 22�° BEND, M.J. 5 5 +34 �n VX� CTRC I.�YDRDIJT ACCCMRI V a � - I.E. OF CASING 281.0± zo 106 SA- AA. 105 rk � SR �\ T.E. OF CASING 281.0± . NoRP D 'r tai 7 G I s 104 10 f y N ly \ s :�' L /�/ ,k REMOVE EXISTING AIR AND VAC. RELEASE ASSEMBLY AND EXISTING 6" C.I. LINE AS REQUIRED. Op INSTALL 12" TEE,M.J., 12" PLUG AND 12'X6" co a„ 0• w 300 +00 REDUCER, P.E., AND 6" GATE VALVE, M.J.. 12 NHS °23`3y" W 10 +96 + ' ,o•�g 1 y, vaG FIRE HYDRANT ASSEMBLY 1 3 �ZN b,, c Y!! � 15 7 :J N 16 \ 17 - 1 certiQ / y these drawings have been �\ 1eY scd accovdmn to construct.i° EXISTING 6 ".C.I. records and -Field surveys after �_ - ® \ WATERLINE '� �I I[3 consstrucE i'on��i I \ I ' 1 tz RAY CII0TRDP _ _ \ '- I \ S. 31ST. CT. 1 J.M.E. _ PER CITY OF RENTON 3/6j79 W.O.M. 2' L.0 L.:' ACOeD INVERT ELEVATION OF CASING "y ;12 -18 -79 ; I<.f._ _ �� o� SA APPROVED BY: y� /J ���• C I R U T DEVELOPMENTS CORP. ATEO SCALE :DNS .. .� DRAWING BY JME3KFA_ CHECKED 9Y .7(Z$..w-4BI / I T ORI A HI `S -7C. Adf/eo/ ��P APPROVED E . �"• 9Fof, h° 4 HARSTAD ASSOCIATES INN ``rs /onaiE��� &� WATER DISTRIBUTION SYSTEM SHEET [NOIN[[R[ PLANMEA" REV. NO. DRAWN er REVISIONS DATE APPROVAL cc Ih AO u f s,I'.! EXISTING F.H. ON EXISTING WATER MAIN CEDAR AVE. S _ F 0 +10 10' RT. 12" TEE,M.J., PLUG � °, 0 +25 10'RT. 'EXISTING WATER MAIN — °I `t 0 +00 12" GATE VALVE, M.J. IN VALVE CHAMBER ° 0 +10 10'RT. ° o d II 4 +93.5 10'RT. +2u 10'RT. „ - -" +— I 1 +00 2 +00 + - — ` —' "— -- 3+ - - - -.� +00 12" TEE, M.J. 12" GATE VALVE, M.J. MJ IN VALVE CHAMBER 12" CAP WITH 2" INSTAL AIR &VACUUM RELEASE P.C. ASSEMB Y AT HIGH POINT - O+T7 'f S. - — - _-` 12 D.I. 435' — - - s �- _. IL __.. _ �+ BLOW -OFF ASSEMBLY t 00 12 DPI 135 7 +(� 0 +45 81RT. u u u. -.. -- - z - 1 I, D - .._ 12" 221? BEND, M.J. i x _ 141 sy, _0 +30 10'RT. 1 1 , 3 5 136 1 3 7 1 3 8 1 3 9 14,0 1 +00 81RT. 'i '' 112 111 0 +40 FIRE HYDRANT ASSEMBLY-/ I 12" GATE VALVE, M.J. i2I� r IN VALVE CHAMBER 1 it 12" 22; ° BEND, M.J. / i / 110 10 g �I Of•!18 I \ 00 10 8 10 ! 1 +02.00. S. a RENTON 1 1 3 Q CORPORATE - u 1 / A - to kA . -.. -_� �f y m y + \p0 — 2 +i5 10'LT. W 0.1' z o ! 14 A Et /¢ 1 x 1 15 w al /2•�ar� Y.oivE rt✓ W w 5 +58 I 116 LL FIRE HYDRANT ASSEMBLY 1 1 7 9e co ` 1 1 8 s 3 3 +00 i 120 E2! ' 4 2 2 +90 1 _T. 4 8" 300 BEND, M.J. EI 11 EASEMENT - TRACT A % 12" 22�° BEND, M.J. 5 5 +34 �n VX� CTRC I.�YDRDIJT ACCCMRI V a � - I.E. OF CASING 281.0± zo 106 SA- AA. 105 rk � SR �\ T.E. OF CASING 281.0± . NoRP D 'r tai 7 G I s 104 10 f y N ly \ s :�' L /�/ ,k REMOVE EXISTING AIR AND VAC. RELEASE ASSEMBLY AND EXISTING 6" C.I. LINE AS REQUIRED. Op INSTALL 12" TEE,M.J., 12" PLUG AND 12'X6" co a„ 0• w 300 +00 REDUCER, P.E., AND 6" GATE VALVE, M.J.. 12 NHS °23`3y" W 10 +96 + ' ,o•�g 1 y, vaG FIRE HYDRANT ASSEMBLY 1 3 �ZN b,, c Y!! � 15 7 :J N 16 \ 17 - 1 certiQ / y these drawings have been �\ 1eY scd accovdmn to construct.i° EXISTING 6 ".C.I. records and -Field surveys after �_ - ® \ WATERLINE '� �I I[3 consstrucE i'on��i I \ I ' 1 tz RAY CII0TRDP _ _ \ '- I \ S. 31ST. CT. 1 J.M.E. _ PER CITY OF RENTON 3/6j79 W.O.M. 2' L.0 L.:' ACOeD INVERT ELEVATION OF CASING "y ;12 -18 -79 ; I<.f._ _ �� o� SA APPROVED BY: y� /J ���• C I R U T DEVELOPMENTS CORP. ATEO SCALE :DNS .. .� DRAWING BY JME3KFA_ CHECKED 9Y .7(Z$..w-4BI / I T ORI A HI `S -7C. Adf/eo/ ��P APPROVED E . �"• 9Fof, h° 4 HARSTAD ASSOCIATES INN ``rs /onaiE��� &� WATER DISTRIBUTION SYSTEM SHEET [NOIN[[R[ PLANMEA" REV. NO. DRAWN er REVISIONS DATE APPROVAL cc Ih AO u f s,I'.! 0 ©®ino _M MMMMMM ti I za Ufsl fn 111 Type - Vert g ' 22 ` 3o°vrcm Genes GENERAL NOTES P.1 as for 1. All work materials shall be in conformance with the standards and specifica- v,ocx�e Rods— �-VS tions of the City of Renton Utility Department and the latest edition -of the ',y APWA Standards and Specifications. iF- - V6 — 2. All locations of existing utilities shown are approximate and it shall be the vB contractor's responsibility to verify the true and correct location so as to "e TUrrou Kies r avoid damage or disturbance. read 6' 3. All water main pipe to be cement lined ductile iron pipe conforming to ANSI T Spec's A -21 -51 -1976 or latest revision, thickness Class 52. Cement mortar ng and seal coating shall conform to ANSI A- 21 -4 -74 or latest revision. v t o Pipe joints to be push -on or mechanical joint. bedding to be Class C. I_ I^ FY 4. All fittings to be cast iron, cement lined, Class 250, unless otherwise _ o i �• G,w specified on drawing conforming to ANSI Spec. A -21 -10 -1977, ANSI A- 21 -I1- 0 S = pp er latest revision. All fitting joints to be mechanical joint or flanged. \ I t.,(•` y� Flanged joints shall be drilled in accordance with ANSI 8.16. and shall be 125 lb. configuration, unless otherwise specified on drawing. a ti 5. All water main 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. Al 1 water main 12 inches and larger shall be at _ -_ -, 5__ _� _ a minimum of 48 inches below finish grade, Where utility conflicts occur, n(`�' =` M /N. 4 ' COVER water mains are to be towered to clear. V ` >II YAL VE CKAMBER TOP E El/. 338.81 6. All water mains shall be pressure tested and disinfected in accordance with AV--- E �i the Specifications of the City of Renton and the Washington State Health W. d'R �1 .� /• a ' - /Z " D,j Type 8 B�ock�ng Department. All pressure testing shall be done ir, the presence of a repre- Z /V=„ r �� for ns°vert,cai Fends sentative of the City of Renton. ° t as for O �� _ SMckx, Rods 7. A preconstruction conference and twenty -four hour notice will be required tt^ -' 3 J prior to starting new construction. i'� - - - —� ��F 8. It shall be the contractor's responsibility to secure all necessary permits - < Vg prior to starting construction. Thread ucl, s / 9. Installation of corporate stops, water services, lines and meters to be accomplished by the City of Renton. X\ _ ,� W C 4� ! q 10. All connection to existing mains to be accomplished by the City of Renton. 3� \ r r �J /r T0P ELEY M0.0 W All necessary excavation and materials to be supplied by the contractor and /1��.`6 + O f' p•Z• ( /A✓E 2. 5'4NW ANL7 PARALLEL SE q be on -site prior to City notification. �1 _-. ----� '% !L LOT 4 TiS' /O' EASEMENT Q ° 11. Inspection will be accomplished by a representative of the City of Renton. — d Ca it shall be the contractor's responsibility to notify the Utility Department -- ,� 24 hours in advance of backfilling all construction. ti 12. Contractor to provide plugs and temporary blow -off assemblies for testing / JIOP E.uw X615.0 Cwss5(tYZV)Conc V and purity acceptance prior to final tie -in. / QI �O in 0 Q O Blocking For Convex 1Q� Q Vertical Bends r,, 4t wj y� y v i NOTE STATE ,� STAT /ON aF POSED 1I1Gy{4,4Y - STA 35�r49.�3. h KEGEL = STA 356,- 5B. 310 0$ •�/ i =Z.Z d N J. (YERT.) Q.� �, �• ,1-- / -21 'h ° BE/Vt., M.J. �NOR2.) Q � r• -�' (SEE L %ETA /L) 300 � E / r G a7 �. D�5'v 40 rZ�� �•1• i p -- IDES /N GRA ©E Gh" Z G 190 yf j - 290 280 270 _,fi '/f ip I. - -- APPROX ELEY OF A/R 11&64SE MIKE ASSEMBLY 258 ± ' 2S0 W 1711 4 S. F TNRLIST IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr BLOCK 44 411 /N SVRF,4C'E e W w ca ti .n ti REVISIONS .22 /s° VO,4Z BENl9 TOP ELEY 2�69-9- W 1711 4 S. F TNRLIST IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr BLOCK 44 411 /N SVRF,4C'E 4L C/f ,BEAR/NG SURFACE w ca d ti �y h m " G 0 0 h tih Cti y h 1h 5 w _ 70_0/ /z" 0.1 C_1O 's • BEND ' ELEV 380 /BERT /CAL 6E•VO AiYt^HOR (SEE LaETA/L) 270 —260 0 h N NOR /ZOiYTAL SCALE � /' ° /Ga' U h� O � - 5I V b /RECTOR OF PURL /C M011W5 7-z�-�/ 0 w .;oB NO 2821? .0zVz7zOP1"IEN7- SCALE -.11VIO G KEGEL & ASSOCIATES INC. r� / p�/ ]�+ �y )y/A `�j /{� DRAwINGB7.fzeaa.. Q VIC'TOfTIA IIIZZS / 1114 f .6 3`V,47 �7Z / /YZ CHECKED B7 .__.._._.... h CONSULTING ENGINEERS KIN SURVEYORS PLANNERS APPROVED, RgE/I/IS!/(�pN7S FwOrg/� �I°fFOPT�7S�D S. R. S/S r� S_._..... 12360 N.E. 8th STREET #102 A y(/ 10(11)/ ION- C// L®/ T BELLEVUE,WASHINCTON 98005 PHONE (206) 451 -1115 SHEET L'/7 OF 0 (7VP S z78tB IEZ ` /z° 6eA10 WMI 8 a.F. OF TN/r//Sr 4L C/f ,BEAR/NG SURFACE Q QQ� m " 0 0 h N NOR /ZOiYTAL SCALE � /' ° /Ga' U h� O � - 5I V b /RECTOR OF PURL /C M011W5 7-z�-�/ 0 w .;oB NO 2821? .0zVz7zOP1"IEN7- SCALE -.11VIO G KEGEL & ASSOCIATES INC. r� / p�/ ]�+ �y )y/A `�j /{� DRAwINGB7.fzeaa.. Q VIC'TOfTIA IIIZZS / 1114 f .6 3`V,47 �7Z / /YZ CHECKED B7 .__.._._.... h CONSULTING ENGINEERS KIN SURVEYORS PLANNERS APPROVED, RgE/I/IS!/(�pN7S FwOrg/� �I°fFOPT�7S�D S. R. S/S r� S_._..... 12360 N.E. 8th STREET #102 A y(/ 10(11)/ ION- C// L®/ T BELLEVUE,WASHINCTON 98005 PHONE (206) 451 -1115 SHEET L'/7 OF 0 W W Q T O O SEE SHEET 2 12" D.I. 250 CLASS 590' ZONE PRESSURE= 160 PSI± m 4 "C.I. OR PVC FLOOR DRAIN LINE 1501± TO DAYLIGHT. 4, SEE SHEET 2. f APPROX. 1.2 CU. CONCRETE BLOCKING. PROVIDE 2 -2' _KNOCKOUTS UPPER PORTION THIS END FOR POSSIBLE FUTURE USE. Al APPROX. 1.2 CU. YD. CONCRETE BLOCKING. ' p ! T23NR$EWAI N ww N w w N 3 19 2 0 26 p1 GROUND LINE TO MATCH EXISTING ROADWAY.(225' 818 TOP SECTION WITH 2 -41" 0 HOLES AS SHOWN. -v 818 30" SECTION WITH 'OPENINGS AS REQUIRED. �I 0 v 818 48" SECTION WITH OPENINGS AS REQUIRED. 818 BASE SECTION WITH 4" FLOOR DRAIN EQUAL TO OLYMPIC FOUNDRY NO. 74 CAST IN SUM- WITH 4 "CAST IRON STUB EXTENDING OUT MINIMUM 12 ". (FLOOR DRAIN NOT TO BE USED UNTIL STATE HAS CONSTRUCTED 12" CULVERT AT DISCHARGE POINT.) INSTALL 6" VENT, DETAIL PLAN .BE SUBMITTED TO CITY PRIOR TO INSTALLATION.-_ / A I 0 APPROX. 0.5 CU. YD. CONCRETE BLOCKING., SEE SHE 33550•'_ZOI PRESSURI PLAN NOTE: FOR THIS BLOW -OFF INSTALL ADDITIONAL 3" BENDS AS REQUIRED TO SET RISER PIPE AWAY FROM ,ROADWAY OR INSTALL FIRE HYDRANT GUARD POSTS, O ~ N � eo � N w 2'x2' CONCRETI SPLASH ' NOTE: 6" VENT SCHEMATIC PIPING DIAGRAM SECTION B -B 10* Vt. ; Ao s y� BPS /ONAL ECG MATERIAL LIST ITEM N0. DESCRIPTION CLASS 250 FLANGED FITTINGS AND VALVES i. 12 D. I. PIPE, FL. X P.E., 3' -9" LONG, 4 - 1 -iJe" 0 TIE RODS. 2. 12" C. I, CROSS, FL: 3. 12" GATE VALVE, FL. WITH HAND WHEEL 4. 12" PRESSURE REDUCING VALVE, Ft.. CLA -VAL CO. CLAYTON 9OG -OlAO, OR EQUAL 5. 12" C.I. ADAPTER, FL. X P.E., 16" LONG 6. 12" X 8" C.I. REDUCER, FL. 8" GATE VALVE, FL., WITH HAND WHEEL 8. 8" PRESSURE REDUCING VALVE, F1., CLA -VAL CO. CLAYTON 90G -OlA6, OR EQUAL 9 8" C.I. ADAPTER, FL. X P.E.. 16" LONG 10. 12" X 4" C.I. REDUCER, FL. 11. 4" C.I. PIPE, FL. X FL., 2' -0" LONG 12. 4" C.I. TEE, FL. 13. 4" GATE VALVE, FL.. WITH HAND WHEEL 14. 4" PRESSURE REDUCING VALVE, FL., C.LA -VAL CO. CLAYTON 9OG -OlAH, OR ;;QIIAL 15. 4" D.I. PIPE, FL. X P.E. TO FIT (2'- 2 -7/8 "! LCNG) 16. 4" X 3" G.I. REDUCER, FL. 17. 3" GATE VALVE, FL. WITH HAND WHEEL 18. 3" PRESSURE REDUCING VALVE, FL. CLA -VAL CO. CLAYTON 90- G -OIAR, OR EQUAL 19. 3" D.I. PIPE, FL. X P.E. TO FIT (2' -2 "± LONG) CLASS 125 FLANGED FITTINGS AND VALVES 20. 12" FLEXIBLE FLANGED COUPLING ADAPTER, EQUAL TO SMITH -BLAIR 912 2 - REQUIRED 21. 12" C.I. 90° REND, FL. 22. 12" GATE VALVE, FL. WITH HAND WHEEL 23. 12" D.I. PIPE, FL. X P.E. TO FIT (22 "'- LONG) 24. 12" X I2" X 4" C.I. TEE, FL. 7.5. 12" D.I. PIPE, FL. X P.E., 3' -6" LONG 4 - 7/8 "0 TIE RODS 26. 4" X 4" X 3" C.I. TEE, FL. 27. 4" GATE VALVE, FL. WITH HAND WHEEL 28. 4" FLEXIBLE FLANGED COUPLING ADAPTER, EQUAL TO SMIT11 -13LAIR 912 29. 3" GATE VALVE, FL. WITH HAND WHEEL 30. 3" C.I. PIPE, FL. X FL. 12 -3/4" LONG 31. 3" PRESSURE RELIEF VALVE. FL. CLA -VAL CO. CLAYTON SOA, OR EQUAL 32. 3" GALVANIZED PIPE, FL. X MALE THREADED LENGTH TO FIT 33. 3" GALVANIZED IRON UNION 34. 3" GALVANIZED IRON PIPE TO FIT 35. 3" 90° GALVANIZED IRON ELBOW, SCREWED 36. 3" GALVANIZED IRON PIPE TO FIT 37. 3" GALVANIZED IRON OPEN PATTERN RETURN BEND, SCREWED 38. 3" BEEHIVE STRAINER, GB, GRINNEL OR EQUAL 39. 8" FLANGED COUPLING ADAPTER EQUAL TO SMITH -BLAIR 912, 2 REQUIRED 40. 8" C.I. 90" BEND, FL. 41. 8" GATE VALVE, FL. WITH HAND WHEEL 42. 8" D.I. PIPE, FL. X P.E. TO FIT (2'4".': LONG) 43. 8" X 8" X 3" C.I. TEE, FL. 44. 8" D.I. PIPE, FL. X P.E., 3' -0" LONG 4 -3/4" 0 TIE RODS 45. 3" 7 3" X 2" C.I. TEE, FL. 46. 3" GATE VALVE, FL. WITH HAND WHEEL 47. 3" FLANGED COUPLING ADAPTER EQUAL TO SMITH -BLAIR 912 48. 2" GATE VALVE, FL. WITH HAND WHEEL 49. 2" C.I. PIPE, FL. X FL., 15" LONG 50. 2" PRESSURE RELIEF VALVE, FL. CLA -VAL CO. CLAYTON 50A OR EQUAL 51. 2" GALVANIZED IRON PIPE, FL. X MALE THREADED 52. 2" GALVANIZED IRON UNION 53. 2" GALVANIZED IRON PIPE TO FIT 54. 2" GALVANIZED IRON 90? ELBOW, SCREWED 55. 2" GALVANIZED IRON PIPE TO FIT 56. 2" GALVANIZED IRON OPEN PATTERN RETURN BEND, SCREWED 57. 2" BEEHIVE STRAINER, GB, GRINNEL OR EQUAL 58. PRESSURE GAUGE ASSEMBLY (0 -300 PSI) ONE SET TOP OF 12" CROSS ONE SET TOP OF 12" ADAPTER ONE SET TOP OF 8" ADAPTER EACH SET OF PRESSURE GAUGE ASSEMBLY SHALL HAVE 2 GAUGES, ONE AT PIPING AND ONE AT ENTRANCE MANHOLE NOTE: AT ALL FLEXIBLE COUPLINGS INSTALL TIE RODS, DETAIL TO BE SUBMITTED TO CITY PRIOR TO INSTALLATION. CONCRETE VAULT THE PRECAST CONCRETE VAULT SHALL BE EQUAL TO CONCRETE CONDUIT COMPANY 818 - 66-TA. THE KNOCKOUTS SHALL BE FILLED WITH NON - SHRINKING GROUT (EMBACO OR EQUAL). ALL JOINTS SHALL BE SEALED SO VAULT WITH REMAIN WATERTIGHT. THE TWO 36" MANHOLE COVERS SHALL BE EQUAL TO OLYMPIC FOUNDRY, SERIES III, 85928. CONCRETE PIER BLOCKS CONCRETE PIER BLOCKS SHALL BE LOCATED AS SHOWN ON PLAN AND BE APPROXIMATELY 8" TO 10" SQUARE. THEY CAN BE BRICK OR POURED CONCRETE CONSTRUCTED. LADDER THE VAULT SHALL CONTAIN TWO LADDERS CONSTRUCTED OF GALV. IRON. DETAIL PLAN TO BE SUBMITTED TO CITY PRIOR TO INSTALLATION. PAINTING OF VAULT THE EXTERIOR OF THE VAULT SHALL BE COATED WITH A PAINT SO AS TO STOP SEEPAGE. 2 COATS OF KOPPERS BITUMASTIC BLACK SOLUTION, OR EQUAL. THE INTERIOR, EXCLUDING FLOOR SLAB SHALL BE PAINTED. SURFACES SHALL BE CLEANED PRIOR TO PAINTING. WALLS AND CEILING: 2 COATS OF KOPPERS R.AMUC UTILITY ENAMEL FLOOR: 3 COATS OF RUBBER BASE PAINT - KOPPERS R.AMUC FLOOR ENAMEL. THE PIPING AND EQUIPMENT IN VAULT SHAIJ RE PRIME:D AND PAINTED, GRAY. ONE (1) SHOP COAT OF PHENOLIC BASE PRIMER EQUAL TO KOPPERS RUST INHIBITIVE PRIMER NO. 621 1140 (2) COATS ALKYD -RESIN ENAMEL, EQUAL TO KOPPERS RUSTARMOR 500, LIGHT GRAY. �I 0 N TR- GENERAL NOTES 1. MITT woWmaterials be in the ` LINE shall conformance with standards and specifi- cations of the City of Renton Utility Department and APWA Standards and — Specifications, 1977 Edition, 2. All locations of existing utilities shown are approximate and it shall be, the Contractor's responsibility to verify the true and correct location so as to avoid damage or disturbance, 3. Water Main Pipe. All water main pipe to be cement lined cast iron ipe can - forming to ASA Spec's A21 -6 -7970 and /or A21 -8 -1970, Class 22 (Pipeg; A21 -1 (Pipe strength); and A21 -A 1964 (lining and sealing). The pipe will be push - on or mechanical joint. Bedding to be Class C. Alternate Pipe, All water main pipe to be cement lined ductile iron pipe to ASA Spec's A21 Class 62, Grade 60 U conforming -5' -1971, -42 -10 (Pipe) oint.79Beddingito bedClassiCg t o P pe j tots o be push on or mechanical 4. All fittings to be cast iron, Class 250. conforming to ASA Spec. A -21 -10 -1977. 0 Fitting joints to be flanged or mechanical joints. p H 0 5. All water main to maintain a minimum cover of 96 inches below finish grade. a Where utility conflicts occur, water mains are to be lowered to clear. MH 25 N4 tiT'� Q 6. All water mains shall be pressure tested and disinfected in accordance with EA9EMBN15 vz' 4t, hV / 4 the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a re pre- < / sentative of the'City of Renton. All mains to be sterilized prior to placing 66 67 68 / ' ``� 71 i "� 7 2 � 0 � /N' 7 3 line's into service. O{ ar' VryW�/ % 7. A pre- construction conference and twenty -four hour notice will be required f 3t k 0 prior to starting new construction. S7U5 13.5f' �DIAG. J +I /'o• I G I kJ y � 8. IL shall be the Contractor's responsibility to secure all necessary permits b�J 'G4 ''CAP 1411H 2 "./ t1. j �- "J" Oo1c 24' DAN, -3135 14 1T �U Q � �' / prior'to starting construction. LOW OFF ASSEMBI FROM MH4o 3 s i /�° �, I II 22;° HEHD M:J /,1� , 9. Installation of corporate stops, water services, lines and meters to be j STU6 3' FROr., 5 Q - 6E FROM 6•G rP P O _ I r 2 3190 14'1.T. % 74 accomplished by the City of Renton. � 1u,4+ ory rZ „51I,c, lo•OFr%T .;s'FRgM � � / � � \ Q 8 22';° BEND, h✓J. 10. connection to existing ains to be accomplished b the City of Renton. . �_ +II ,2'LT, All m v AND I5.5' a•c, ,. / ,T N Q� i \ i All necessary excavation and materials to be supplied by the Contractor and �. G/'_•> `3 22 (SEND M J. `t �, 4 / 69 G z 0 >, be on -site prior to City notification. d N y j S o 'I r 11. Inspection will be accomplished by a representative of the City of Renton. 4 +1II 10 It shall be the Contractor's res po nsibilit Y to notify the Utility Department s vIAO FROM 10' OF75ET / c,o' _ ,- li'- j:;:• .; , ^ '� -IRE HYDRANT ASSI:MI)yN"1` 24 hours in advance of backftlling all construction, ICY I' MH40: t2. d 8x8 x6" T t, M .'r M.,J. x FL. 12. Contractor to provide plugs and temporary blow -off assemblies for testing W. M. ADJAGEM ;_.HZL, I 7 F \ _ _ __ , Q F3 x4 RIUt1CF P.E. x M.J. 1 and purity acceptance prior to final tie -in. AND 3'x' FROM (a6 /47 1 W. ON I' /L g. G. - Mp ��. \. p #04 F W, 19."' FROM o.6. 10' OFFSET, (0,5' g.k. // k _ ; je - �%GFwM✓og' FROn e, c. 13. All fitting call outs shown list run size first and branch size last. 65 / �• �' HAI 2G' r,?'uP -18' OIAV FlzO cENTEROr 14. fate valves include SIx24" C.I. gate valve boxes 5 concrete valve marker where t7 Gr " FROM a.G.S required or requested by City of Renton Public Works Department. 12" gate valve e, e i G p J �` \• 1' 407 10' 1T. assemblies include 1" by pass valve assembly A valve chamber as shown in City of [/ �O MN39�� 4 +F lU'L7. W1M1 75 4 "4r,, IiENU, M.J. Renton Standard Detail. y i O " , 5' °moo a o• n, �, Q r ry "+ 7 © �TUe ' y �0'' 1a `�°. �\�w,M, ON L, L5 FavM B.G. 15. Ski s for casing across SR 515 are to be installed as shown in Skid Detail below. s. °F I ,; B B.C, B '' . I ; - e124 Io'LT. DIAL, DK?f �. © ! /•,, e 3 10 LIN �Lr. �, \ COMNOSJTE UTILITY AS- BU /LT /NFD/iMAT /ON I., STJ6 , u, 7 \\ 4.4 NO ED AST / DE „y„ )ST. FROM ID �� �'." , rah L-/7 10'1:T. !_` A oFF6ETlo5/o4 , 8" GATE VALVE, M.J. FROM C. e. c.B•, � � � `°�\ `;G CJ Y �`''P W = �.. -. / ` p 7' /N FURN /5N BY F/ C 77' V&l I,/ 1BNT I6', I' FROM' . 30', a' FROM / : % v / \ ;{g39 - CGYipLgAT/ON O� A7EL) PR /NT FREPARBD /N F/EL6 9Y ART LAGER�IU/ST - 8" `CE, M.J. - -; C.B. --► - :l 8f B' DIA6 PF,JM �� t ', TNB /R /NS°ECTOR. DA7�D P E, I� r D +.44 x'81 S�Nt 11(IZ /90 L. I 8 "x4'' REDUCER .E.xP.,. � � O Ox � � GS 'L`ROF WM IO,h �'�'• GATE , FIRE HYDRANT ASSEMBLY `' .� ~ hr4 6'G' '_ ","••3d�'yP L�GENp 4" SATE VALVE, M.J. ln' _ .. i G r__ . � � 8. � - f 1:; � "�`�, i ` x + • ' � 1 � � ` " t� ` Gh �. .� Oa,90 � �',, 541417-ARY 8EWER SYSTEM -- w. M D N F't if3 +- $ [ I g' 0 �{ fx U� 8 c-1 1 .� G 7 6 II i SEWf,RS AND D /RECT /ON OF FLOW - ' S _ A ,I G" //!'K/5E SERV ICE LINES STAT /ON AND LENGTH { 3fi6 +00 ( &Y2!_ ..FRpM 6,G i� 'DU'...I IIC_"_ 1 +00! -Jw / \� I W', 2' FROM r.N� , 2 O7 DE �/7/ OF 3ERV /CE G/NES AT -Al L /N6 0 9rn ,' 6 -.._I .i : 628' N r , W, M, U�5'S. OF R, 1 i J. r / / a t O _ _ 1} �_ ru/l.',vo46S , STIJ 5 5' /i' S - 1 ' B, G �N? 1 (� _ , j r1 \ II +�2 $'LREND, M.J. M J �- i. -�.._ WATER D�TRIrju'rION sYOrEM (FADED our) : � I u .,, ,, .,,_., ^ i -f k �"° -its WWrER. MA /NS S WATER MCTER LOGAT�D AT 12' FROM 6,G. 'P ' - _ `- J �K /90 FROM .90 ' ^P 9eM ,rte- _ /.' / 1 \� \ '111x' FROM B. G, \. �"•,• �' - , 1a0 -° y� nL'vc� G1vG-G G SI!lGVI%Alr%C J�� v 12 +765 1 127�,.LQE.ND, M.,I� .- Q '( \ / -{�-- -PRE' NYLTPAN75 6,(:.• MAGI: OF GIJE'V' �, I B" 221, 8 22' DIA6. F GF \ , •.,,�- �j [�ro2 11 D AeeswRE RBAUC44: ii 63 r Gr -C�y 1 FROhJ B.C. J � O- I� 1, FROM B.G. V \ 82 ' _ ��� ,MF142 0 of T 12, S`aDn, O.G. 1, / I K, ` 1 +33 I.II�F. 10 . T.\\ \ P II PLEG7X /G}!`,rli, E7 15TREw- L/6}/T /N& -- �G 6A5 MA /Ns AND 9TUf35 -L i 14' nD° r +! ,39 - .iG ` R7LE MO�'lN7�0 L!/M /NARE _ 51-E 77excg4 SFRVILES LINES C, JJ'LI a 0 \ 11 ^ u . ., 5748 2� S.OF FFON B.G. 1 O C22%C4E7E JUA•GTIOV a0K „C• ,\r PR TIP; I _ - i ' -.P ti \ - -� /`_ , I ¢ 7 7 - -•- UND6RbROUND Ccwr/liT O PROP056D P6DESTA4 VAULT5 , ,I it W�I ,I I'' 14.W !C'I.T. © -1, I G8, I'gh'FRoN B.G. h� 3 aE5 /d.NBD PAKP"71A4 VAULTS �t I1 _ ' r_ __ -$ G 2 84} OF P ?2 i� 9,4'Ig END O 1 WATER y B 11=.;" B[ND, M.J. - - 44__ fit' \ MAIN, a2 ' WEST t4" TO 30 7v{�. PROPOSED YANZW04S VAUL7s ._ 3 '�I GP I. i - , J FROM 'L d,6.G. `�� 5-ra '_'2a! DIA(a From l M, r, 13P,5400 62 1, o: `1, � �, \ \ / `` 26uDIA PRO D65/GN6D XANDNOLE VAULTS Tt �� I r 1 "" JA b6 op \ �: a / Tuas OPGS > EFIT GYM' 6.G ` ' G 390106END, r ".J. CJ W,M, FBROM GP30� - / -�_� -- -tP PoWSR S RVCe 5 PR 0i 1 ` 1 I h1,J. F, CT p ., W .:F. V 4�IA�71 1 ,1 hT:; VALV! FL. x ''AI WITH 2" L1NC -`J ' ORCONiINUOl15 L - W.M ON l' E 6,G. I .- 4'.T. I V 13 QW -OFF ASSEMBLY BfT.lF.- McCH11N,CA �' J D01t 2111 S 20 1 115746' 7' S. OF „GIN' 6.G. x:!14.5' FR.VM 6.G. TP.h „ 1 , TYG ICAI_ _ ,�. & LiNF ON PROPERTY LIFNF D G 79 78 K1 10S, "/"l 60' u _ �1> ~TEFL CP` u 6' I - l II �' } 1> 85 86 �\ To FIT \ —CS STA. 18 +27.37 C/L L� is I 6 SKID DETAIL 38 a1 00 'f STATE HIGHWAY �, r A 383 +40.42 Al n r NJ S ` fir, t 11 I I _ - -- -._ --_ IP _.-__.._ -_ FINISHED GRADE 228 60 (� J. C PII ELINE CO.``�'� i 1 OL.YMP I 17+ 2.37 i I ? qR 60 WATERLINE 12' G °JA4 al. y y AS FIELD LOCATED 145 J `_� . t T__ .�- - -- r i MFii$ cc • �?�(P CITY OF SEATTL[ WATER DEPT.I.ASEME.NT -- I -- is "' D.T. J_ . ' / - - --T- - I certify these drawings have been f� -lg _ - -_._- 1 M .tl. ST EI CASVN -. , _ y "_ ".. / ,Jn 3'h VJ OF C. B. ,.I� Kf1oM B.G. y , ti' I Ch l _ revised according to construction � ., .... i I i � � 18" iT KtNFSS 2• / ` ^G records and field surveys after Y - f P ._..L.c.... ,� .� G M 13 5 E OF G : " 1 / ��k �; - �� T� � / %r' a ,� K3M 0c, NOTE* construction. - OF CASING 22 ;.y2,� +/ 171 `.. +p•n. "`.�; . 40 0 40 80 r \•\ i , / S 17 .:! ^ ". <?. 1, I ?333 +00 1 i ( x-17 +;,0 G I I 1 - G " \' �,, , n. / nD' .: -� +, i"_40' aeale feet !! I v yD�4''p1 /, t., CONTRACTOR TO NOTIFY OLYMPIC PIPELINE CO. 011 L Ra Sc tr S �`s' '�ny� .. FN RFAIHIYQRATf:N$S CM 1 I ( p MH 2% CITY OF SEATTLE WATER DEPT. PRIOR TO ANY p , y p• . �0 / S` j _. N, G \ DONTRACTORTTONFIELDLVERIFYSCOCATION RND ,'� ' \'%A 6 1;1 ' ,F h NT N. I".. i I O [N ^•c \ ``` \ �. - -. -. G PIGP -5 AS"buil./s m° ftsr /w/rse Tera7a / 2 /�B/ FIRE. H.DRANTlIS RE UI D UO \ q' -/ 1t` DEPTH OF BOTH 16" PETROLEUM PIPELINE AND d Cs�ustlCL FLNCi 15 +�0 1 �Tr d 60" WATER PIPELINE PRIORTO CONSTRUCTION. y 6 79 W.O.M. I.C. OF CASING 221.4 4 U F. �" �° 1 J.M.E. PER CITY F R T III F,...JD �{ �1 \ Z L.C.L. RELOCATED WATER LINE TO 2$ 5 OF CTION'LIKE 12 -18-79 K.T. i;T I J ^'IS N, I:" c. AND 1'STAI.i.. Ir 0N FIL tTG 1 3�U• N k1 I' �9 0. ; \\ �!� , \:I - 0 60 4� �k 59� R+4 j O1F \\ ` cnBil«I" TO AVOID AN ACC DUSTICAL FENCE PILING'. G3 , �,,., • 3 L.C:L.' T STA. 1749 AS D. 2 - -80 T.. �0 o OgW p i W 58 U� h�0 `` APPROVED sY 4e '%B —79 4 EES / Diu p4 AS-BUILT CORRECTIONS 3 11/80; H.T.H. II a d i ; 4 5� — s ices 4s $vi /6, acweelfao r> a5 i/d doe& /2 3 o . I �� ' �` J ti ` � •\. ` P 61.. We +ks' �irec }or i, k Nkl REY NO. DRAWN 611 REVISIONS DATE APPROVAL 1382 +00 h 1 APPROEE® ®r: El CiTRUST DEVELOPMENTS CORF? �f° N9v4QEk 9,8 S 23RD ST, i r I� l ��, DRAWING aY JJAE4xA4.. iRdi�fr !K SSA YV °481 VICTORIA HILLS CHECKED By Luck.... - y 1 HARSTAD AS9®CIAT[3 INC CO IaOSITE LITI L ITY AiS-15lJ) LTS A ►IR°YEm ' ���� �" ^� R. AND WATEh�, SEfVJCE LOCATIONS :SHEET 1rAL . __, i I 2 MONUMENT DETAIL , � 1 ' � I OF 6_.._. M ti 0 00 2" CAP WITH 2" i;.O. t ^cS'r'i1[;L'f 7,5' i .. 1 tii H 92 Ise! 93 94 95 96 1� u 9! ~ .� WATE f2 LINE ON � y If I ci LOT L INE \l `�� 6�1• - l_ -, I STUB MARKED W /V)0A6 ice. 0, �'FACW L; C1. i1 1 5TU0 17 5 OF F2,. �.v -STL6 !a5 5' IF. 8' 5.OF ;E, 19,g` �I _ E FROM yt 11O Z h 29.5 FROM e.6, 1%' FROM 16 N P I�V Y // V ON 1'L 7 FROM 13 G 5TU00- 5 OF TE. CVR13 90 i 1� iASEMCNT -r i�•� !� W. p W M ON �� H n... .. / - y4 . G..._ W QI SQ my(� ✓ _ - - -- _ M O' 7 f'RQ IJ.G.- 1111 m - 1 o Iv.: - b a + - t ���.._ Pi W M. 3f 5 OF fit. LL.I STUB-2'. 5. OF R `� �y ; vzmiON m:. _:1___ -_ ,4 ' hl� 7. C3,G. T T' d a �.^ �' °i•x `1 r- �'O M ^.J! BOX ON ryf O L6, _N :_- N . _.. m FROM D. ,� a. -_ ., g1.F 1p _,. - FROM 5 Fi, � jj- �. 12+98.5 l4'LT. V- 1 1 �� 8 +Si0 d" 8$ 1 17' GATE VALVE, M P ' "" 1 D.i. 565x1 1 1 339' Y VALVE CHAMBER �` r �° _ I lL1 - -'' _ 1 a - R J "SOX 2.5' S D J -1 1 ro �'..'.!� r in I - " �. 0 m 2,n, N o j,� 0.6' F90M\ 1 t _� C' I srue F �Ir� B CIF IC -� r- _. 13 +32 5 1�1' LTA/. 6 S. �. by `l ]�p.� e, 22' :FROM 51 V "6TUe 14,5. S,.. n. ��. _t ••FROHt a,c: -J, W. til, ON rt 1G ^P ! 87� 12 xl ' 'xP' SEE M �,: 51� \' I 12 TEE M J. i II OF fZ. 17'.FROM �i W M ON fC - -. I,� N .FROM B. G.. P i ` `a' Q 6 T B,. G' / .!'- 6 ,° 7 B. G. 7- FROM.O 12 GATE VALVE Q J\ n \\ / ✓ �i \� \j q ?N VALVE CHAMBER' j v I 4 2 41 I 4 0 0 3 9 3 8 \ c f \ 112 +78.5 v�j,43 0 " i M W.M. 5�:SM $.G! A Op A - FIRE IirDRAra,• ASSCMBL.1' - .5TU0- FROM F,G.To STU6 - 21 ?' W OFC.B. M'• 11,j -. ( 5'T40 lb. f- ,OUTH, -,1,6 'E l \� I STU6 TO P. C, IS' G. 10' FROM B. G, \n I •., I I i .,�.�_ y W. 8" CATS V'AINE, M.J. —" � t \� M. 1.5' W. OF T., G _ 7, M. .G 5' FRO B. /�- ALONG CWR9 P •�� \\ .. ? / 1 %� k. �',vEASEMFJNT •�' /�.''. STU6 29.5'E OF �� �t �7 m "J f "6ma -10' S .w. OF R i / I 29 /P Go W 0,12.5' FrcOM O-C 47 - - STU6- //�o7.5'ALDNU CUR OM C. O. G Dry \\ ti 4e^ I, 5'FROM 6,G' I pnj - STUD 11:5'S OF TI I.5' ��. \,' STUO- 30.5' SW V FROM B.6 \ Q FROM 1E, 12,5' FROM ra 6 a c STU s 3' S 9: cp FE I I W, MON n a c s® P 2 +30 10' RT. 12' From 0, c. ����� O 8 I1 Bk:NO, M.J. P F 6 (� ;' 48 1 I 2 8 : �; `� I �.. \ P >:G STUa -27' S. OF I.- v EVAV., FFtONt P•C, TO STUD NO. M. EAST (� � [` - /.✓n 14 PROM PSG I yy I H. O i s 6 —_ '- - -- - -- x T V\7. M RN f't 1156. G �O / I £ 'STUPr 20' N OF �' •ah' _ fD -' I M N n _ _ CATCH 6A51N ALONG C.L1446 _ I - T r`, *f. I 1 I iN� O 1\ 111 6, G. w,61s. 0A1 e, 2' B, C, \\ ; * /� LO , \ ; ' cJ5 _. -w. N..PFR°oNM aC" 't P 5 m 19U.Yf � P G 0r �• G P }; • 122 3E Cf -J^ „19TUe 84' N. of �GP V M IE 17.5 FROM 1 erua- 5' s. a 'G 7 5. C, �1 II' PROM 6. ✓, -. \0� ��' 2 5�7J, Iy 300 ..'4. 0 �be� (p � !, 53 50 2 6 �f 54 a ; �• ;, �, A \V �, e.o.w: ssii 5i� I 40 o 40 so 1"=e0' scale feet SR 5I a Sad cf �n'r,PF; 377 +00 -.. -- • % AS 0 j ~s' I. S APPROVED BY: ///�7�'4- S�Y�'9 ir�oFw P JECT E IiYEER p TA F Q,.� CAI (k E NEiP: NAL I certify these drawings have been revised according to construction records and field surveys after construction. Ray Sch/uJfj•�o ,�'� HARSTAD ASSOCIATE$ INC IN011 Wf • MAMMIii M k �° 1. J.M.E. PER CITY OF RENTON 3/6/79 W.O.M. BEES AS -BUILT CORRECTIONS 3 11 80 H.T.H 3 Pus /! �x /3 6o A� -f3v /6 Co✓r�{jbns as riEl[tC%KC� 12/io go / /af /B /fJ liuil`ai�/SOhssT`° As / /w�vyrs.l i /z5 /Bo REV. NO. DRAWN -Y REVISIONS DATE APPROVAL CITRUST DEVELOPMENTS CORP. 872: EF DATE e 'ALE �4� . DRAWING BY JAV_ &KAA CHECKED D,? f.J,Q�....... -�"-' `A/ QQ �% rq D A ,�.eE ` _ A -8I /mac • ICTOI \I61', I (ILLS COMPOSITE UTILITY AS- 151 AND WATER 5EKVIC� LOCATIONS ,, SHEET�` 3 OF .SA _... \� SEE SHEET 3 - rucET £ - - \f DRIVE SEE SHEET 3 �\ / 7: 5' 0 +4(i 1 �� \ .t o5'FaoM 5•c, \ IRE HYDRANT M a2OP. Go? I.J„ goX -iz w of ?T ASSEMBf_Y ^ - -W,M. 9.5' S p, .. - 60 _ -MN 7 O.5` 6.G 3'. 5.) 13.'.+' E \\ _ X 41 FROM INLET , 1 \�( P \ 1 - OF L..6. 7.5 ��� FCOM ) +7�, ,4` F12oM 9. c. % •2 ATE VALVE, '1 J r ' \ 1 \ 37 _ j \ �`�� / 1 +63 14'RT. tN VALVE CHAMBER - -- S POINT OF REVeRSE \ N'C \. 1� ` 12 90 BEND, M.J. 1 +G(1' _ 5Y •Y(X -S- ME .rte �... i ox i ,2" D.I. 28''- I "CAR � q5 �' FLi /G M.J. -- - - - - -- GuRVe__TO 13_ I7.5', Poin \ ti \ l2„ ro ` 1 D.I. 1S' D.1 TEE t - �A1 Yti o-r Curtve ro B.c. !9.s' ` ` -(� 30 \ 5 >;` ,' S+ 14'LT, n . , '_., ° `` �. \• Ir 12 -•s M� ` }' ------- t-- - - - - -- ,- \ \. lr �� 5 +20 14'P,T. :., \ �� 8' 5T4B -PIA6 PJ57 FROM r� `'lJ�\ `� 78 r � \,. 'r � 1 P 12" GATE VALVE, M,J. 3 +08.69, 14' '):6•, '�•My' - _ __�- -- • ` ,4/✓O AGf= w,,fls 53.0. 12.6 i-?KOM F- -' \ \ G �C!1 12" GATT VALVE, RT. 'J• _ 1 \ \ A ��, P. - IN VALVE CHAMBER 121, � " 1 d �, 15 -�P r IN VA;.VE CHAMBER *C ��, 7,x . �, CROSS, 25_ .O. S' F`.OM a.G. (f� Gi` \6 -.. 'f5 / STUPJFROM \ , i � � '` \ ry '', \ \ '. ✓ �� "� s 0�. 2 ,Z� . ®r` -� F \ G\ \\Y�� `- \ ` \ `., �1 . \ + ' � i� „� \ _� '�\ �� \ ®� � . \` ' . . Ito' .G. , ` , ,.�. ig., 33 /% \ / \ ). . _ 36 \ T p •,' n p O o �j\ / ��. '�. ' ' 'j'/ /• v C . w M- ' . \ I :c. 5$67 p 0 IA.l +B °.24 FRE HYDRANT ASSEMBLY 00 P.T. S+.o`2EL LT _ i 12" D 211PWM. ON �, 5' B, G, N- *\ � \ I " J 7 P.C. STA 2 + 49. 91 \ 518 B1.5' S. OF rL., .zS 2 � 4 I1 +9G 10C 'LT. Sr Gp + 8. p 1 � �l J 12" GATE VALVE, M.J. 7 / - +30 I.-'N, ' F. . 5 .5 14'LT. IN VALVE CHAMBER 24 O i2 GATE VALVE, t•1.J. ._g2 35 / / IN VALVE CHAMBER T �.5' FROM a.G, 129 SrUg- 14',S. OF F9 - �A. !/ n°,` 2to' FaoH - -6.c. FIRS .YbfiFy^i: ASSEMBLY/ G. OF : \� \' ( 1D'- EASEMENT - !( 6 D o \\ Yi`.` f P Q 97 2 0 , +35' 12>3 C!1 i2.s'F2OMa.G \ \' . �� P �� !O zo` � 127 ) .a, 11 {t 2 1\ U*) E.a CO "7STP'�C-IDEI AREA A-) 23 32 ^ N \P� MpC ?F 12° r' / j ;1 +10 B LT. / - , • \ \ �t ! e \ G63�` !;_ . �c �l ST 6 24.E \��•��\f ry y _ 12 221- G. M .J. W.M ow FC w °{ 1 _ � MHS e 12" 1 BEND, M � r 34 'u / //% / /i s-SiO SYu6 b)Au, T'fASU: rn T ` �� �4�J' i p \ �aON HHrcS x_ rt .t, �r \1 1 , ,� ,� /r J 60X 2.5' W. 98 MH5 20.5' 9O' OFF MAIN IN C J W. M. ' 2' 5. OF F f - �\ 33 axZ� r h� / jGP 126 to o 130 22 J -x 3'N. VV F \ Y NC. M. ON 1G i \'.`. (� 1 FS f 7� VA V P ,% / '!'`''TUG-. [b' E OF P p I. S' ..FROM $, G. , �� ( 2e.5'. N. OF G.G. AT C.B. S,l;' - `r 4� \ s, `t` \ X31 1 LT. i / 2 +90 2 i i V i 4 Rr%lr_ M__. n 1 ,•\ 9 50 --a_ --'LT. D {,G �- `. �STItG�t OF 7 •d. pt. , �- i 12 2 S ' 1 3 i `IRE HYDRANT Acc:MBL" 1 /I \', % I FaOM'r�G. .''. I2rJ p \ 1.E, CASING 246.0 - / i \, J -s - p° ; n 6 / I'sOx 3 w, o R, 9xE� 16 14F'- <. 9+35 12 \ 1•'IH9i f /9Y 1 l3 5 on t2� D ' ` i2- DATE VALVE, M.J. / -� ^. 12" 12'_ BEND, M.J. \ 1 Ix VA PIE CHAMBER _5ru3 I'W,.__aF t50`__. -- \\ - loo +1 P G ,t 9 M G� s� / ZCj l 15--x` _l , t0 ,,�,. D•1" 1 D� '' _10.92 , � �5 2 'i J ST,- 371+\19.75 -2.- -� o ....W.NC In '' i,:l 1 -' t 8': LATE VALVE, P ?..). - Oa40; rite SHED DE 25 s8 `�� a 0- i3,G 132 I.E. CASING 249.0:z _ r ".,j'32D ^ \� GG /��, G Dot �- 124 G 1350 O Q S y +351 €I G CGP:STr, _ / Y Jl F1 . , >., , \ C 0A ti..� c.t".PvR,t:y 8` r.? -- - -- �- 1 xo ` / ``\ TRACT f1Ar 32 5 O ? � V \otr,5 ® �,��pN '�\. , a < - +as, 133 12 3 1 20 ;s' w': L \�- (� t,r .0 _ ekpc� , \\�+ ek G� 1�• / 6 2� `t \�� Q EM!/ nD c^ s, s �V 5 P G s 102 -- -- % t "_40 ,Q 122 v 134 scale test Lp 7.CL3• \ \��' s \© SRO g ^/ � � v" J`,' Z{�t• % 'p{ ��PpE 04 XRSM ���f _FP s 515 103 -- - - - - -- �. 5t/ I certify these drawings have been --�- RIr.T :'F 'AAY. - - - - - -- _ 5 18 �20 _,-' -MH revised according to construction ;= records and field surveys after i MH to 5 construction. tires ; �+ pp Rayy�� trop r io J.N.E. PER ITY OF RENTON 36179 M.O.N. � .5 17 2 5 © 104 , �[t+io t - ¢ S 8Y: CBTRUST DEVELOPMENTS S CORP. D�AIEHO NOVEMEER :9 ?@ SCALE 42 L.C.L. ADDED INVERT ELEVATION OF CASING 12 -18-79 K.T. BEES AS -BUILT CORRECTIONS 3/11180 N.T.H. \ \ d# s /c3E = S !� - W-481 VICTORIA' HILLS _. DKAwN Yv.2 V a, ,� - APPROVED �iClh -�' a G'oYwC/hm." A,6 BY Ael,( dz-L /2 3 9D Cn r \, •. . - ' - t �'+' _ O'estr -rT�f� E ] J�j/ CPwf EP�H E� :. }jiAD i,SSACiATE4 MC CQ1"II°4SITE UTILITY .45 �Uil TS _ - -. BIND WATT A SERVICE _LOCAT_IONS L . __ _ � � 4A OF...S,F_.__._ %llll<i 5 7v //t v 5� /asr a� 9f' tvu'ryyyius Y'g45 /Z, //d, I2 DRAWN 9Y _ REVISIONS DATE APPROVAL EM!/ nD f" ,— ExcsziN� s rh 0 1 - � 11 I \ 1 1 1 i 135 �1 136 13 "t 138 139 1 ® S. M - E • 1 , W Ll + 9 FIRE HYDRANT A S S E M B L Y 1 1 I � . 1 1 T Ld 118 I 119 120 121 m � s_ m� 3,0 ti E EXISTING F.H. ON EXISTING WATER MAIN CEDAR AVE. S 0 +10 10' RT. I ! EXIS G WATER MAIN v ° 12" TEE J., PLUG o 0 +25 10'RT. - -- -- - -- o / 12' GATE VALVE, M.J. ° _.- . I y d° 4 +93.5 10 RT. 6 +25 - - - -- -- c+' p+ 0 - IN VALVE CH k - - - - - - -- - - -= -- - - -- - -...- _0 +10 10'RT. 1'2" GATE VALVE, M.J. 12" + CAP ii - _ I I - - 2 +0. -- ___ 4 +OD 12" TEE, t�.J. IN VALVE CHAMBER I 1 +00 -- BLOW-OFF ASSEMBLY 11'' 3+ INSTALF AIR & VACUUM RELEASE P:C. _ - - ll +35 � 12 D,I 435 � d D.I. - -_ ASSEMBLY AT NIGH POINT ° O +1T,3'f +� 0-�-- 0 +45 B'RT. µ- rn 30't 2' D.I. 35'± + 12" 22�° BEND, M.J. , ✓ ., .4..-., -- - � - - y ---�- °! ._ .I. 0 +3�• 1 1 1 4 I q 0 40 / I A 12" GATE VALVE, M.J. 1 +00 8'RT. N FIRE HY ANT ASSEMBLY) 12 D; IN VALVE CHAMBER 1 140 12" z2;° BEND, M.J. ' ��� /, 112 III I 0 109 I 1 / x u 108I' to' 1 N_-- -- -. RENTON CORPORATE LIMITS "A C4 2 +15 i 'LT. 1 0 - 1 �i �2- x::2 -x8" TEFc P E.xFL. 2" 22 °BEND, M.J. GA1'i VALVE 'FL xM.d. / ��1 �45•B�nd� ii)f �D'Ri9hf- as -bv :it 12" MATE VALVE M.J. 114 �� ti32� C� %y / , IN VALVE CHAMBER 1 j� 1 115 \ +� BEND; M.J. 3�i.�i / Te^ �: T M.J. - Dx and 1 /�0 0 8" " BEND, M.J. 10' EASEMENT- \ \ l �,,� o�� 30° -2 22 -° BEN TRACT A" v' %, 1 O D, M.J. 5 �r v 5 +34 ` \FIRE h7RANT ASSEMBLY 6 ° \ O _ i 3� I.E. OF CASING 281.0± �L \ 7 8 © \ b6A. � a � 1.7 \ IO �11 � --i5Z 3r/E457- 5,4 FOR' DE1'4 1L5 s 'f N p REMOVE EXISTING AIR AND VAC. RELEASE ASSEMBLY I I \ \ m N AND EXISTING 6" C.I. LINE AS REQUIRED. \t ® \ c pp INSTALL 12" TEE,M.J., 12" PLUG AND 12'X.6" REDUCER, P.E., AND 6" GATE VALVE, M.J.. 1 18 °23,36 Al -01 M z / jo , ,35 HE 1R PNp vPp. - � t 4 0 N CEDAR AVE, @1 p < I MTf VAI V f1.J. 3: IN VIM VF CHAMP,[ ir AIR r VA( iltlli* R1, I f; C I C-- 1 1 )14r 8 J I�LND, M. 141 136 137 138 139 140 1 1 2 1 1 1 110 09 108 (D b I n t6-.— MH is CEDAR 1 13 I-TV L Q A.02,5^ 343 --------- - 12 221;1 BIEIND, N-1. rev 1 14 iA 115 F 1 R[ HYDRANT' A',SFNIBLY 117 0- 118 119 p. 120 i 2 1 Q 4 TRACT A" 0- S % 5 5 134 Vx 7 106 10 0 105 O C i% k, �401 104 i)N �STRUCTED NOT Col V; 1 1 tlf� A j VA Oil 12 r+96 YIDRANT A!,` illiLYI; Uj 14 LU 13 t 'm 0- i Fa 15 cn Ui 16 17 W I certify these drawings have been ruction , i I cM revised according to const r8 records and field surveys after construction- Ray Schut?op, I JXE. PER CITY OF RENTON 3/6/79 W.O.M. No. 1 14- L.C.L. ADDED INVERT ELEVATION OF CASING 12-18-79 K.T. APPFWIMV D BY- CITRUST DEVELOPMENTS CORP DAT9 Y�Y�rmok--. scAu .. -A IF 4LKAi DRAVAN* BY Q W— 4-Al WTOPIA W11 I -q cHwAlb mv ��z 12" CAP WITH 2" B.O. + 381 +00 �i S R 515 377 +00 117 5' It N W W N W W N 40 0 40 80 1 " =40' scale feet VICINITY MAP SCALE I" =2000 bo VICTORIA _ HILLS EN�N tP 0 405 I 167 I - \ 100 0 100 200 1 . scale feet u� lI (1 ~ I 00 0i BENSON RD. S. w ui { EXISTING MAIN [ » _ - .. I 1 \\ 129 1 I II I t 130 131 135 136 137 138 139 140 141 12e 2 n1 09 08 II I S 132 133 134 R aVE' S _ r CEO - . _..� " - - -- . � 113 II I N 17 126 1 107 2 127 ' 119 IIB �._- �__..'y.Cr �� ,.., ... •, 120 III . \ 124 123 122 121 ��� 125 4 —O't TRACT ' A.. � 5 / III j 97 / — .. �, ° ° _ Pv �,. •�/ 7 _ � I I .• • � � 98 '`J 106 _,.,- 'I \ f / B 1 I •• ° 6 \II I •' ,.." 94 95 C % �r17 p� 99 /� 105 r, /f IO 9 y 1 77 7s I I s2 93 AI94 p VE• ' 100. 104 / \ 75 76 ` I X.� 1Y1 ° 36 103 i � 12 74 \ � I I 91 � 102 �� I TRACT "C" 35 Yl f 101 � � 79 II 90 3 14 - 73 — 15 38 80 89 S/1 41 40 39 ° �3 /� '� 16 J��'/ ... -' /� 32 / 17 a EXISTING 6" C.I. 72 � 42 i i ,.. i TRACT "C" 88 III I 43 \ _ 30 31 � \ 9 18 81 r7 II I 29 �� \ 87 20 71 \ C.O. _ � q4 47 / \ 28 1 s. \ \� s / /.... LEGEND r '•�" e 86 III I % \ / 45 / 48 \ M \\�\� Y• 22 % - -- SANITARY SEWER ------ 83 �I 57 CrS' as , 24 23 \ o SANITARY SEWER MANHOLE 69 I rZ - >° \ 27 2-5 \ - -- STORM. DRAIN 68 70 85 I I 58 49 26 \ o STORM DRAINAGE= INLET I � �. ZNG 6' OR CATCH BASIN _ — 59 55 5? 51 'p ExzS' ���jtNG�p o�E` • STORM L SEAGIE STRUCTURE 67 I I 53 FJ \Fj C GEyti NOTE: WITH OIL SEPARATOR WELL 54 . c�Ft SING �Z S w F� WATER MAIN LINE / C $, I I BIDDING AND MANAGEMENT SPURPOSE5 ONLY. INEATED FOR .. I I 60 S _ GATE VALVE 66 65 64 63 I 62 61 II' II' FIRE HYDRANT ASSEMBLY Iwo z rIN I N S / I CI TRUST P�S� iI�V�LOPI�GIV��' CORP. Doe No......-...-_............_ J DAY" P a!FMBEH 1y ?y. ---- - - - --- I O\1 A SCALE AS...SHOWN 1 p DRAWING SY J M E EXISTING o CHECKED BY ..4JLLS./�..._.. iING ; � a [ VICTORIA HILLS APPROVED. crs HAESTAD ASSOCIATES B� DOUBLE PR X ��y Ffs� �G v Rs v� Oi(• fCISTERF' VAULT w ONALE COMPOSITE UTILITY PLAN SHEET OF.. _._�.......... •