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HomeMy WebLinkAboutS-294503NW 1/4, NE 1/4, SEC. 8, TWR. 23N, RGE. 5E, W.M. ri $° FIRE H +9YDRANT 4�q� IN CYON PER. C.O.R. SM. CITY EN / SHOWN ON DET. 8/C5.1 O HYDRANT ASSEMBLY AT MCW' Na ELEV. = 37.87.8 4' 12.0' OFFSET LEFT NORTHING 183,823.47 Q' 12x6 TEE (MJxFL) EASAING 1,30449953 � A 6" GV (FLxYJ) STA 9 +54 12" GV (MJ) '- � STA 4+70.08 V� x • - 90' BEND LOCKING TYPE 1 CB / 15 CONNECT RET. WALL STA 9 +45.55 � THRUST BLOCKING ' PER DETAIL 7 C5.1 TYPE 1 Ca 18 / V RIM - 32• #.28. FOOTING DRAIN TO RIM = 3S.4* .47 90 BEND LOCKING ►r < + / STORM SYSTEM THRUST BLOCKING , ® IE _ 68.9629.07 PER DETAIL 7 /C5.1 f H / C•� - ..i PER; RC 0 ." -STD _ _. -.. _ t " , �% /�.l Ls P a a SHOWN AT DET. 8 /C5.1 - - $� / T I " __ - -- -- - - -- - - - -� �j S STA 4 +50.24 r - _ _ _ _ • - 7p. SD l^ ,'�•� } Mru= ;?:7 ASSEMBLY AT I 15 0' uai ' 4.6X .74 +bX 1.25 ]2.v OFFSET LEFT 8 i i 12x6 TEE MJxFL) 05 DS TYPE 2 CB 4 A 6" GV (FLxMJ) I I TYPE 1 CB /i6 TYPE 1 CB 17 RIM - 33.38•.45 RIM - 33.f*.79 IE - 28.46.35A 4 Epp IE = 313G.S9 RIB - 30.i4.s7 TYPE 1 CB 5 - RIM - 33+6.23 RIM =133.46.26 TYPE I CS #t I r . • 7�• / / IE - 98:9929.23 IE - = 9.46.14 - RIM 33.3F.44 ! STA GV (Y8 TYPE 48 CO M19 'j c IE = 31.i6.09 i RIM - 33.9&.22 STA 11 +66.70 8" SD B" SD 8" SD 8" SD �� 1 +5, : W E _ 27.84 12x12 TEE W/ L "= 66� 9 ( 1 / f (3) 12 1PROFILE 2 OWN SHT� . SEE DETAIL t �X Ai � X 1. 4:@X 1.. , X 1.00 �_ 1.Ob -1' EASEM TYPE 49 C6 -#20 �i / f , ` � C5.3 FOR Ylm AFTER II TYPE i CB /2 = RiM = 33.2z cx io / . Co. *¢ RIM - 33.49.13 ' I IE = 27.44- AS 12x2 t 2 SERVICE TEE g TYPE 1 CB 6 IE _30.44 .i8 I R�}. 00 FF 35.0 �• y / / �! WITH 2 1/2 GV. RIM - 33.41, -.34 VVVIII t i ry PRES.:. '4E REDUCING VALVE. 52` OFFSET IE = 98+99 30.09 I '4 I i TYPE 1 CS /22 / c� 7 i_ PER C.v.R. STANDARD DETAIL SHOWN ON 2 /C5.: PER. FIRE C.O.R. SM. i _ RIM = 314.01 r' G 2' METER W Vu- lr.:d` OFFSET IE = 27.93 / I PER CITY OF RENTON STD. DETAIL ON 1 /C5.3 U SHOWN AT DEL 8/C5.1 Y1 0 g g g g $ ° - 12xG TAPPING TEE ✓t C GV (FLxYJ) i i i t i J 1 ° 6" FIRE WATER SERVICE SEE � ./� � / 6" t7DCVA IN CONC. VAULT / W POST INDICATOR VALVE �..� I o PLUMBING SHT FOR CONTINUATION do FIRE DEPARTMENT CONNECTXX g STA 2+27.24 1 0 2" DOMESTIC WATER METER 'A: 2.5' SERVICE / PER CITY OF RENTON STANDARD DETAIL HYDRANT ASSEMBLY 0 r 1 0 1 SEE PLUMBING SHT FOR CONTINUATION / J SHOWN ON 3/C5.3 12.0' ET LEFT / NOTE: SEPARATE PLANS AND UTILITY PERMIT 12x6 (MJxFI _ A 1� 1; J } FOR DOCVA INSTALLATION FOR FIRE g $ 8 6" (FLxMJ) 1 11 TYPE 1 CB 113 SAN. SEWER. CLEAN ! J x SPRINKLER SYSTEM WILL BE REOtNRED- i 8 i o i RIM 31.afr.34 1 IE _ 20.09 OUT PER C.D.R M O ti / /.7 TYPE 48 CB .21 TYPE 1 CB /13 , Y 1 STANDARD DETAIL 4/C4.1 J / RIM 32.96.99 RIM - 31.59.41 48.0 TYPE 2 CB /11 ( TYPE 1 CS #26 W - 34.89(NOT ) GAS LINE AND METER CONTRACTOR / . IE 26.64:14 TYPE 1 CB 14 IE = 26.66.61 RW/ - 31.39.80 TYPE MI CB #10 RIM - 32.69.58 'Z - P28 8851( VERIFIED) TO COORDINATE INSTALLATION W/ g RIM - 31-59 30.92 IE = 5.iW .15 aK RIM = 31:6B.54 I IE - 30.4+".23 SEE PLUMBING SHTS PSE. SEE PLUMBING SHTS FOR 10. IE = 27,91.17 N IE • i6,04 27.04 I FOR CONTINUATION CONTINUATION AND REQUIRED LOAD TYPE 48 CB /12 �!� TYPE 1 CB 49 Nk 31.39 .60 Tit►! - 31$9.57 IE - 25.16.75 IE - 47+8428 02 1 TYPE 1 CB j125 RIM - 33.84.07 o Lg= Ste: 79' S 8" SD 8" SD 1 00 ADJUST RIM ADJUST RIM TO IE _ T8.i3.67 FINISHED GRADE Lg = _ = 8` SU DS DS S • � INSTALL 5" STORTZ FITTING ON EX FIRE HYDRANT L i1 .� TYPE 48 CS 23 1 "� - -- -- - - - - -- - -- -- - --- - -- ---- - - - - -- - - - - - - -. _ o w" - 33AW. -8- - - -ice -{} 5 LF 6" S " t y0l yV - 244&.75 Pi a / 48 "6 TYPE 2 CS 124 RIM - 33.61.49 Z =- -ii- - - - - - - -0- �- - -- -(}- -... -- - . 3O nT. - -� _ 1 _ _. -.. / -- IE : 23.43 (E) .39 j % SD v / s /. IE = 25:44 (N) .69 - N a4 - { Lfi STA 0 +00 Sp07o3j, ` 1 / ° LJ a 12x12 TEE a: (3) 12" GV 1Y \ \ w�5q IE = 22.+4 .51(NW) MUD IN PLACE LJ < ADJUST RIM TO \ \ \ ADJUST G TOUR FINISHED GRADE (tj 12" 45' BENDS ,� {� jn FINISHED GRADE _. W/ THRUST BLOCKING "`'4' -\ NpO \ �(}� / ' /WtT z a► SEE PROFILE I ON SHT C4.2 c SEE DETAIL 4 ON SHT. C5.3 �� 1••" 1 FOR BEFORE AND AFTER \� \� E - 24.20 (NW) MUD IN PLACE WATER MAIN TESTING DETAIL INSTALL 5" STORTZ FITTING CONNECT 6" SS TO\ 3 ADJUST RIM TO FINISHED GRADE ON EX FIRE HYDRANT 8" VAIN PER C.O.R de RELOCATE LADDER. N 184,306.4 E 1,302,826.0 STANDARD, DETAIL 5/C5.1 1 0 I I NEW 6' SS IE - 27.90 (NOT VERIFIED) \ � ` Z EX 8" O IE - 27.82 +(. Q SEE PROFILE 3 ON SHT C4,2 �2 IX ADJUST RIM TO If' lee, r�`V� Q FINISHED GRADE NOTE t: • � re 4644 ©� F�IONAL CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES i WITHIN THE RIGHT - -OF -WAY AND VERIFY THE ACTUAL HORIZONTAL AND WR77CAL LOCATIONS OF U7IUI7ES BEFORE THE INSTALLATION OF THE NEW WATER LINE Z > CROSSINGS. 1F THE CONFLICTS ARE NOT ACCURATELY 0 SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT N THE DEVELOPER'S ENGINEERS IMMEDIATELY AND PROVIDE THEY WITH THE FIELD VERIFIED INFORMATION. NOTE 2: SEE SHEET C5.4 FOR GENERAL WATER, SEWER, AND STORY AINAGE NOTES. DATU : W 1 d txwl>ES 1. BASIS OF BEARINGS FOR THIS SURVEY IS N SOZP'20' W SEMEN CITY OF RENTON CONTROL MONUMENTS 1879 (MONUMENT IN CASE AT N 47H ST. AND PARK AYE. N) AND 1121 (HUB AND TACK IN MONUMANT CASE AT N 47H ST. AND KUS AVE. N), HAD I98J (19911 WASHINGTON COORDINATE SYSTEM. NORTH ZONE. Z VERTICAL DATUM: NAVD 1988, BASED ON CITY OF RENTON BENCH MARK NO. 1935, P/aTaT�s � 0 BEING A CHISELED SQUARE W THE BASE OF A TRAFFIC SIGNAL POLE AT THE NW CORNER Er>gu�ers M &•Veym I 8513 WE HAZEL BELL AVE. E /'1,! SUITE 202 �/ Z = OF ATE WTI015ECAQV OF LAKE WASHINGTON ALM AND PARK AVE . N.; ELEV. - 30.45' VANCOUVER, WA., 98665 � a. PHONE 360.573.0370 v UTILITY PLANT FAX 360.5710390 WWW.ldcdes9f1.00111 d - *0 , wre.l'- i t, tA1►wp6.ps- j914.r 50 0 50 100 C 4.1 TRUE T 8010189 -94 2?O",FY (w--09&,f . ' F 101% • t 1 1 <U txwl>ES -J O P/aTaT�s � INSTALL EX IRE HYD FITTING TTING n/y a/'�J/L Er>gu�ers M &•Veym I 8513 WE HAZEL BELL AVE. E /'1,! SUITE 202 �/ Z Design GroLTA Inc VANCOUVER, WA., 98665 � a. PHONE 360.573.0370 v UTILITY PLANT FAX 360.5710390 WWW.ldcdes9f1.00111 50 0 50 100 C 4.1 TRUE T 8010189 U010227 **m NORM SCANNED OCT 0 8 a&" 2?O",FY (w--09&,f . ' F 101% • t 1 1 <U