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Home My WebLink AboutW-417902SEE SHEET C6, 02 /KK614 //U/V ML / ROAD A , _ 130- - - - - DOH APPROVED , 13f67.42, 9.07 LT A ` «� CHECK VAL I/E , 1-22 1/2° BEND (M✓) PROPERTY TOP OF FITTING 104.581 �/ a ° \ \ - TOP OF PIPE J- ' LINE (TYP) W/ CONC. BLOCKING - - - - o � -° � � � 20"� \ \ \ TOP OF PIPE 117.278- N ��\ \ �,Y.1 ..q -. o ° �. °. • ,0 ° ;....•• I ° TOP OF PIPE TOP OF q I ° ^I / PIPE ° _ LF 10 _ \ \ 115.588 ° TOP OF PIPE 126.725 - - 103.332 r �\ _ 1 TOP OF PIPE _ �, . TOP OF P/PE � i � / .° ° � ° � 119.073 119.764 � • � � °• TOP OF PIPE 125.455 - - - - - 12J 08 TOP OF PIPE _ �2 - - -� WATER SERVICE TOP OF PIPE '� \ � a •° 120.545 - PER C.O.R. STD - / 10 111.441 _ -- 120---PLAN 320.1 14f27.51, 6.41' L T 20 - - SEE SHEET C6.31 _ - - 1�p/� TOP OF PIPE 10"x6" TEE (FL) - - - (TYP) - - - - - ` 109. 678 TOP _ ,OF FITTING 111. 077 GATE VAL l/ - (FLxM✓) TOP OF PIPE 1-6 - - - INSTALL 4" POLY PIGGING 13f 12. 57, 9. 00' L T �a / - ° ° 107979 \ .1-10" GA TE VAL Vf- (FLxMJ) 110 - - PER C° 0. R° STD. PLAN 300. 6 1-22 1/2° BEND (UJ) i - 1-10 ADAPTER (FLxMJ) - - - - - - _TNOR OP H F 5L0 10>FF - - - TOP OF RTT/NG 97.514 � _ - - ° ` TOP OF PIPE (NORTH END OF TEE) � � � � - W CO/VU.. BLOCK/NG TOP OF PIPE 105. 420 \ F/RE HYDRANT ASS Y \ 13 - - - - - - L ,. ��oc 100.945 -,UU 00W/ CONC BLOCK/NG �� - - TOP OF P/PE 96.957 �i TOP OF PIPE - 32f 12. 89, 4° 00' L T _ TOP OF PIPE \ ° - = 33f22. 03, 4. 00' LT TOP OF PIPE - / � � ° . / / o / 99.264 - \ 1-11 1 4 ° BEND M✓ L TOP OF FITTING 100.993 96.920 _ / O 95.560 / TOP OF PIPE ° ° 1-4 PLUG (MJ) ^X \ 4.00' L T ° . a \ TOP OF FITTING 94.000 I pp 100.495 3>f58.66, \ ��• �W/ CONC. BLOCKING I -° >oo�- i a ` ; I- ' 1-2" BLOW -OFF ASS-Y - - / 1-11 1/4 ° BEND (M✓) d� 4 = - - r - �ITYLF I TOP OF F/TT/NG 101.750%TOP OF PIPE o W CONC BLOCK/NG TOP OF F/TT/NG 90.295,_" DI - N / h ° - - 87. 072 W CONC. BLOCK/NG '' STREETLIGHT i i / �.. i � - -. � ' ` / LF 4 DI _ \ � - 33f00 I PER C.OR. STD. PLAN 340.1 SEE L/GHT/NG PLAN TOP OF PIPE - ice \ _ n (TYP) 94.5J5 I � � � .,- 31f04° 43, 4.00,L T \ \ -�` _ � DI _ _ - -�- - I ��1 F �� 0 N v N 0 0 _ J TR. K -1-11 1/4° BEND (M✓) �\ \ 55l ' = PRIVATE I I I _ ° °. - - - a _ L) ,0 20 4o V o� TOP OF PIPE �\ \ °o \ _ - I _ 10 ° I (OP SP) -TOP OF FITTING 86.437 ' - 92. 559 I W/ CONC. BLOCKING \ \ - - . i, TOP OF PIPE - i - J I ° ; Lo • I 9 _ 100 -- - i' 30f26.50, 4. 00' L T TOP OF PIPE 93.121 TOP OF PIPE - i ��- ' (T / 1-22 1/2°BEND (M✓) k j 'C \ l 89. 610 I TOP OF PIPE - 94. J47 TOP 0 98. 011 / - - - - - - GENERAL NOTES OTEJ TOP OF FITTING 85.186 X` TOP OF PIPE - L-- 91992 100 - / / I PROPOSED FINISH O - / i0 = - - \ i - 88.J55 / / - ' - 1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED W CONC. BLOCK/NG i i - - _ TOP OF P/PE I - GRADE CONTOUR �; / _ - . ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE `�12f 66.57, 9.00 L T ° i - TOP OF PIPE 10' W/DE WATER - - - - - 99.134 TYp V 1-22 1/2° BEND (MJ) 86.674 �ESM'T TO CITY OF - / °� ( ) 90 DEFLECTION. TOP OF NUT 91.444 II i �F 1 / _ - ' / \\ TOP OF PIPE \ i �9 i TOP OF PIPE RENTON (TYP) ° I - 2. ALL CONSTRUCAON SHALL BE /N ACCORDANCE WITH THE CITY OF W/ CONC. BLOCKING \ o i /i \ \ - - , _ RENTON STANDARD SPEC/F/CA AONS. -00 / 88.297 �� 86.057 N \ \ / \ \ - _� - - - / EX GROUND PROPERTY J TOP OF PIPE - - i TOP OF PIPE g0 _ \ \ - / LINE (TYP) 3. LOCAAONS OF EXISTING UALIAES SHOWN ARE APPROX/MATE. EX/SANG Q 90.434 - i �� 85.806 \ / \ - - - - r \ / CONTOUR (TYP) UALIAES SHALL BE FIELD LOCATED BY RESPECAVE UALITY COMPANIES 12121.41, 9.00' L T / / \'� - - = 1 - - 0 _ 1-22 1 2°BEND M✓ 90 ,✓O�. - -/ TOP OF PIPE \ \ \ - 1 / I I - PR/OR TO CONSIWUC17ON. O TOP OF F/TT/NG 85,966 � . � � .,� � ° ti . 85.447 , � ) � _ \ i / I� \ L i _ _ \ 4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECAONS TO ENSANG PIPES W/ CONC. BLOCK/NG " o �� TOP OF PIPE \ \ 1 0 \ \ _ / / i - - / \ \ FOR PROPER RTANOS AND DEPTH. ° - ° \ 5. CONTRACTOR SHALL NOAFY ALL AFFECTED UAL/AES 24 HOURS PR/OR i \ • ti � 0� TOP OF PIPE \ �� ` \ - •-_.-: ----.- .- �l o .. ° - • ° • .a° . i - TO CONSTRUCAON. 12f08.69, 7.54 �L T ti `� 80.892 o a \� FIRE HYDRANT ASSEMBLY \ ° a . ° a oT . •� , , ` _ - - \\ 29*92.56, 4.34 L T >\ PER C. O.R. STD PLAN 310.1 - - _ A UL T CC �+ / o \ • . \ 6. ALL WATER RTANGS AND VAL VfS WTH MECHAN/CAL JOINT (MJ) END(S) 1-10"x4" TEE (FL) / o� - \ \ \ SEE SHEET C6.31 \. ° 71 OU - EJ �D I - _ / / / o'° ` _• • • \ \ ` _ _ SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG TOP OF FITTING84.207 \ \ ---- �y�-- _ _---� �/ \ _/ - J o / / �� \ SERIES 1100. - 2-10" GATE VALVES (FLxMJ) \ i g� \ \� - \ \ 7 \ �, \ TOP OF NUT 85. 771 � j a� 1� \ ° \ � � � \ � i � � � � , � / / o �. • TRACT G ••� • 1 \ ` 7. CONCRETE THRUST BLOCKS Rf IRED ON ALL WATER R NGS PER TOP OF NUT 84.207 TOP OF PIPE �� \ �' �� '<\ ' • • (NGPA) I C.O.R. STD PLANS 330.2 AND 330.3. 1 4 GATE VAL VE (FLxMJ) 82.° - 8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL W/ CONC BL OCK/NG TOP OF PIPE - - - \ °'• �; \ \ \ ' ' �. , • I ' • I LENGTH OF WA TER PIPE SHALL BE USED W/TH THE PIPE CENTERED FOR TRA CT A 81.444 �0 \ j % / \ \ \ - 1 i / - �� •. _ _ / . • • , - , • - • .I - , • - • ~ MAX/MUM JOINT SEPARA AON. TOP OF PIPES \ / / /� I i 1 _ _ -(STORM/OPEN SPACE) �� _ TOP OF PIPE - / v T = - - I I '� /L _ _ 9. WATER MAIN PIPE DEFLECAON SHALL NOT EXCEED ONE-HALF OF PIPE ° 73.975 / � 78.820 / • \ I - MANUFACTURERS SPEC/F/CA AON FOR SIZE OF PIPE USED. 11 f89.86, 9. 00' L T 6" DI \ \ - o - - -1-1 / 1/4 ° BEND (M✓) - \�' ° �o LF 10" Dl \ \ \ \ =\ \ 0� _ �- i '_ - , \ - -" I _ - '_ t• \ , TOP OF F/TT/NG 8>.823\ TOP OF PIPE ° z.x \ \;- \ I PRESSURE REDUCING \ \ _ I TRACT H g 76.633 - \ TOP OF PIPE 80 \ �- , • :° J VAL I/ES W/ CONC. BLOCKING � _ - �. \ \ '�'� '� (STORM OPEN SPACE) 71.291 \ �. \ \ ='� / I _ - - ' TOP OF PIPE TOP OF PIPE 11f27.54, 8.99 LT \ - -- _ 69.935 _ 71.926 ° _ ALL WATER SERVICES SHALL HAVE A PRESSURE REDUCING VALVE EX TREE , x \ - \ \ L ° TOP OF PIPE _ TO BE SA l/ED 10 x6 TEE (M✓xFL) \ 11 f 17.9>, 8.96 L T h \ "o\ TOP OF PIPE \' \ 1 ' ' 70.304 I �' I ,' INSTALLED ON THE DOWNSTREAM S/DE OF THE METER ON PR/VATS TOP OF FITTING 74.445 1-11 1/4 ° BEND (M✓) \� PROPERTY. (TYP) j \ 68.720 v� _ i ° `� - - o ss - -1-6" GATE VALVE (FLxM✓)STOP OF F/TT/NG 72.745 ' • °: oo �2 \ i ,i `.133•33• r- - - ___ LEGEND TOP OF F/TT/NG 73.582 ---WI CONC. BLOCKING • \ \ , '' ��°5q' Q - - -- - - � FIRE HYDRANT ASS'Y \ � - =' \ � • ° 916 �- - - L 10f59. 49 6. 56' L T ; W/ CONC BLOCKING � � i \ � � � ;�'• ti • i - - 01-22 12° BEND MZ _ / (✓ ) TO TOP OF PIPE 0 -------------- - - 12�� TOP OF F/TT/NG 56.075 \ 66.164 96 \00 12" --------- --- -----_ - - - - - a y I ✓ / W/ CONC BLOCKING \ / / / 1 �1,� 8L 10 SPOOL AS READ \ � \ / � • /• / /�- I TOP OF PIPE � � -, 1-11 1/4 ° BEND (M✓) \ ` TOP OF PIPE \ - - \ v i TOP OF PIPE 70.314 TOP OF F/TT/NG 56.032 • . 68 a z w ,A 69.481 96+64.30, 10.02 RT W/ CONC. BLOCK/NG \ 64.875 - J' L _ _ I - 1 92f 18.35, 10.52 RT / a = w» ° I . - J \ - 1-11 1/4 °BEND (M✓) 10.19 RT L$ Z �' / W CONC BLOCK/NG (; >->2"x 6" TEE (M✓xFL) , 93+76.16, ' \� � 0 .�� - - ' 96f21.45 8. / wCD I TOP OF PIPE 56.975 93f57.23, 10.06 RT 9f90.50 >8.1> L T t' - - CD - -� " 1-12"x 6" TEE (M✓xFL) ,% l 70' RT 1 12" SPOOL AS REQD. Q \ \ 1-6 GATE VALVE (FLxM✓) 1-12"x10" TEE (FL) s;.•:; ° ' ° -r - / - - 1-22 1/2°BEND (M✓) w \ _� ...:.; . :;; R ,..,.... 1-11 1/4 °BEND (M✓) - - w ° TOP OF PIPE 56. 032 TOP OF FITTING 61. 832 >:.. ;; . ,_;;::.:; �, :' - 0 a TOP OF F/TTING 71. 958 I ° ' 1-6" GATE VAL VE FLxM✓ STOP OF FITTING 62.716 � - g5 TOP OF PIPE TOP OF FITTING 70.731 _ _ a W/ CONC BLOCK/NG Q ^ \ J 1-12 D/ SPOOL FIRE HYDRANT ASS'Y ) 2-1? GATE VALVES (FLxM✓) o � TOP OF PIPE - s = - -�� - -� - - - - - _ - _ m � 70. 086 W/ CONC. BLOCKING - \ (BETWEEN TEE AND CROSS) 1-10 GATE VAL Vf- (FLxM✓) 63.765 o D� 96f83.57, 20.10 RT \ ° l J F/RE HYDRANT ASS'Y W/ CONC. BLOCK/NG ^ �F 2 \ 31.95 \ - _ W/ CONC BLOCK/NG A / / 22 HP tit-22 1/2°BEND (M✓) . s -W/ CONC. BLOCK/NG _ ! - S �` TOP OF PIPE ^7 \ -NP � AREA TO BE DEDICATED' TOP OF FITTING 71.911 \ \ / _ _ / TOP OF PIPE AS PUBLIC ROW W/ CONC. BLOCKING TOP 6LF LINCOLNA V,E NE�ti� 58.1 OF PIPE / / 63.266 v /12 j� 69.110 96f88.07, 20.14' RT \ 12 DI - - TOP OF PIPE - 99f00 7 6 100+00 , �o �9 3� 19 5�, o TOP �� PIPE TOP OF PIPE - / CONNECT/ON PER C° 0.R. STD. PLAN 300° 5 056.905--I--I- - - o A R ---- REMOVE EX/STING 12" PLUG AND 60\, �� 93400 192� I o 941- \ SOP 0� PIPE / / / TEMPORARY BLOWOFF. CONNECT --- i 68, J55 i - - TO EX/STING WITH- 66LF 2" DI �F °°�=TOP OF PIPE / 1 F 12" ^� ------ ---- 731E 12" D/ 12'D/ NI IN 2 I- 12" D / 66.750 - - - - - / / '1-12 SLE _Vf (M✓) - TOP OF PIPE L - -_ _ 2-DI SPOOL �- z _ i , TOP OF PIPE ) -- - _ _ _ TOP OF PIPE - - _ 66. 092 _ - VERT/CAL DATUM 1-12" GATE VAL VE (M✓) - - - _ - - 57.280 � � TOP OF PIPE \ 64.825 / / -H - - - 61337 I \ TOP OF PIPE / / / 7 TOP OF F/TT/NG 72.02> r- - IOLF 6" DI TOP OF PIPE - dHo� Ho -- 65.273 / / / NA VD 88, GNSS DERIVED \ 58.823 94f01.59, 12.63' RT 92f84.39, 10.32' RT TOP OF PIPE 1-22 1/2°BEND (M✓) BASIS OF BEARING 91f98.91, 10.61' RT TOP OF PIPE REF 6" DI TOP OF PIPE 12" GATE VALVE M✓ 59.550 60.473 O 13XF TOP OF FITTING 63.509 / / / `� N 4 INSTALL 12" POLY PIGGING 63. 059 W/ CONC. BLOCK/NG �� `� ^ w w N88 46 55 W BETWEEN THE TWO FOUND PER C.O.R. STD. PLAN 300.6 MONUMENTS /N THE CENTERLINE OF SE 80TH ST _ _ _ _ _ _ _ - _ _ _ -- WITH 12" VERTICAL CROSS (MJxFL) PLUG (M✓) TOP OF PIPE 55.330 AND CONC. BLOCK/NG ON NORTH END OF CROSS. THE ASBUIL T INFORMA TION DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY /NFORMA TION PROVDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TH, 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATELY REPRESENTS FIELD CONDITIONS ON THE DATE OF THEIR SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERI/ED FIELD CONDITIONS. 1 CONSTRUCTION RECORD DRAWINGS MEM 2/13/24 HHH SURVEYED: SCALE: LENN R. SPRAGUE P.L. S. �RnGA- NAVD 1981 CITY OF HORIZONTAL- NAD 1983/1991 DESIGNED: HEA VR/N DRAWN: RENTON MARY MOORS ONE INCH DATUM CHECKEDHOLL/ HEAI/R/N IFAT NOT L SCNCH Planning/Building/Public Works Dept. NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY ROLL/ H. HEA VR/N P. E° SCALE: 1" = 20' ^� I y1;10 I EXISTING PROPOSED j� - I FIRE HYDRANT FIRE HYDRANT \ I - WATER VAL lE � WATER METER F 12" Dl \ I WATER METER[ PIPE BEND \\ I I H C GATE VALVE [I TEE TYPE / BLOW -OFF \ AIR -VAC • WATER MAIN �pK INS h, o wAsyfF CIVIL ENGINEERING Z z LANDSCAPE ARCHITECTURE PLANNING 99 �•� IsTf DESIGN SURVEYING MNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 2/13/24 W-417902 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CANOPY 4196 LINCOLN AVE NE, RENTON, WA 98056 �I 2 FIX i,R IYA DATE: CT 2113/24 V FIELDBOOK: PAGE: DRAWING NO: C6. OZ SHEET: OF: 51 107 CONSTRUCT/ON RECORD DRA WINGS