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HomeMy WebLinkAboutzS-2945SetCC) �s NW 1/4, NE 1/4, SEC. 8, TWP. 23N, RGE. 5E, W.M. Co STA 9 +97.68 FQ M'QN IN CASE PER�RC.O RDRSTD. y4 C CONERC T�MgpO K 30 SHOWN ON DET. 8/C5.1 ;M'pN. �N01847,h / t HYDR 2.0' OFFSET ASSEMBLY NORTF111VG 783,b23.47 12x6 TEE (MJxFL) FASTING 1,303,499.53 & 6' GV (FLxMJ) a _ STA GV9(MJ) �H. �r'E I 1 I r - k STA 4 +70.67 GE In 5 - ` crtE 90' BEND (MJxMJ), / • STA 9 +45.55 _r CONNECT RET. WALL BEND MJxMJ , 1%.. b +f ^1 o THRUST BLOCKING TYPE 1 CB #75 -t C. PER DETAIL 7/C5 .1 RIM = 34.50 r�F00TING DRAIN TO # ( ) Z ^ - N 184,451.8 NIE7 = 32.17 Q� STORM SYSTEM 7YFRIM C 28.10 THRUST BLOCKING •}r O PER DETAIL 7/C5.1 ., E 1,303,273.0 �; ,�; E 1,303,290.9 � � N 184,045.9 - '� E 1,303,393.4 a L ° H FIRE HYDRANT _ - _ r _ -� 3 -: T ----u lr T - 3A.7�T� �. Z-CC T 3. w T SHOWN AT DET. B /C5.1 - °I F� I - -- -- --- - =sB -- --- - - -gsII -- -- -19-ss - - -- - -j k V1 - -- „ STA 4 +47.04 J r L = 1 ❑ L - 114' L = 114 1.0% L e O" SD �•° L•r�° x / 15.0' ❑ 1.0% 1.09 N O o HYDRANT 0' OFFSET LLEFT , I .. .. 1n • m ETV .3,.. 12x6 TEE (MJxFL) = 48 "0 TYPE 2 CB #4 & 6" GV (FLxMJ) I I TYPE 1 CB #16 TYPE 1 CB #17 ° °° ` RIM = 33.30 N 184,444.5 RIM = 33 -50 RIM = 33.30 f.( V TYPE 1 CB #7 IE = 28.30 E 7,303,250.6 1 IE I= 31.26 / - -a�1_ RIM = 33.15 qA OO IE = 30.12 CEi N 184,680.8 I 4-f N 184,270.6 N 184,158.5 r o L IE = 30.82 E 1,303,067.0 TYPE 1 CB #3 I E 1,303,320.3 �w N 184,944.4 TYPE 1 CB #5 RIM = 33.15 TYPE 1 CB #1 E 1,303,356.7 11 rR YPE 1- $ STA 4 +43.0 I0 E 1,302,987 -3 RIM = 33.15 IE = 29.18 RIM = 33.34 1 12' GV (MJ) TYPE 48 CB #19 I. ' Am 0 ff- 5,87 IE = 28.88 VE 184,610.6 IE = 31.00 I RIM - 33.20 w 6' R! f' S ? '? /, , / STA 11+66.70 N 184,749.7 1,303,089.2 N 184,429.2 1 IE - 27.94 R" FICP F 4..:1 9 f. 12x12 TEE W/ E 1,303,044.2 E 1,303,148.2 - N 183,938.7 % A I 1 / (3) 12" GV &THRUST BLOCKING. i g^ cn 8" SD 8" SO 8" SO 8" SD I E 1,303405,8 r SEE PROFILE 2 ON SHT C4.2. SEE DETAIL 4 `o L = gg6 1 15.0' w ri ON SHT. C5.3 FOR BEFORE AND AFTER L = 90 L= L = 68 L = 69 L = 96' 7.pq, �EASEM TYPE 4B CB #20 TESTING REQUIREMENTS 1.07, 1.0% 7.07, 1.0% 1 0% RIM 33.20 / N 183,780.2 m TYPE 1 CEI 6 TYPE 1 NIE83,900.6 E1,303,414.1 d a ❑ # IE = ,514. aA 3100 FF = 35.0 E 1.,303.325.8 Io II RIM = 33:15 N 184,514.6 1 i 19 =� }� TYPE 4B CB . #21 ®c IE = 29.92 E 1,303.121.0 � i TYPE 1 CB #22 o / /,/ RIM 32.90 y N' 184,842.5 I RIM - 31.16' / f� IE - 26.04 k L E 7,303,013.8 I/ / N 183,861.0 E FIRE HYDRANT 1 IE = 27.93 w PER. C.O.R. STD. I11 o. t N 183,893.9 / // E 1 303;222.0 pq SHOWN AT DET. B/C5.1 -� o E 1,303,176.2 1 0 6' FIRE WATER SERVICE SEE R. 5 '6 0 0 PLUMBING SHT FOR CONTINUATION I'�� o STA 2 +79.28 r 41 o - / /• %' 6 t JW 2' DOMESTIC WATER METER & 2.5' SERVICE / /(� Q e HYDRANT ASSEMBLY ® 1. o 'i SEE PLUMBING SHT FOR CONTINUATION / / 12x6 TAPPING TEE & 6' GV (FLxMJ)/ILOSK 12.0' OFFSET LEFT SIA doo ,. 6" DDCVA IN POST I VAULT 52.0' 12x6 TEE (MJxFL) TRENCH DRAIN, SEE ARCH'L PLANS O '2' OFFSET: W/ POST INDICATOR VALVE & 6" GV (FLxMJ) '1 1. i TYPE 1 CB #8. v1„ • & FIRE DEPARTMENT CONNECTION. I SAN. SEWER. CLEAN TRANSFORMER PADPER PSE STANDARDS PER CITY OF RENTON STANDARD DETAIL n N 184,374.2 RIM = 31.25 OUT PER C.O.R SEE ELECTRICAL FOR CONNECTIONS µ / SHOWN ON 3/C5.3 N E 1,303,034.5 1 IE = 28.92 -g STANDARD DETAIL 4/C4.1 / NOTE: SEPARATE PLANS AND UTILITY PERMIT �� E 1 CB #14 TYPE 1 CB #13 iv II RELOCATE POWER POLE 60'1 NORTH 1 N 184.3192 TYPE t CB #26 RIM - 34.89 GAS LINE AND METER CONTRACTOR / /,y",' FOR DDCVA INSTALLATION FOR FIRE RIM = 31.50 E 7,302,892.6 IE a 28.85 TO COORDINATE INSTALLATION W/ �j SPRINKLER SYSTEM WILL BE REQUIRED. RIM = 31.50 48 "0 TYPE 2 CB #17 TYPE 1 CB #10 CONTRACTOR TO COORDINATE I RIM = 32.50 H IE - 27'29 IE = 26.55 RIM = 31.50 RIM 31.50 WITH PUGET SOUND ENERGY I IE = 30.17 SEE PLUMBING SHTS PSE. SEE PLUMBING SHTS FOR R F' N 184,849.9 1 N 184,162.7 12x2' 4f'!" SERVICE TEE R O E 1,302,729.8 N 1,302,755.2 IE = 25.00 N IE 8 26.87 I I E 1,302,920.6 FOR CONTINUATION CONTINUATION AND REQUIRED LOAD D M11 E 184,775.5 TYPE 4B -C 3 , 12 N 184,598.5 =I N 184,523.4 TYPE 1 3 #9 2- 2S�" GV. 44 RIM 350 E 1,302,812.8 111 E 1,302,837.8 RIM IE 27.94 1 1 `�D MH SO M14 M-i'.56 TIGHTLINE TYPE 1 CB #25 IM � r'ly , 1�J 2" PRESSURE REDUCING VALVE, 52' OFFSET M = 25.49 I-RIM 320' 72`f N -S 21 -6 FOUNDATION RIM - 33.00 / .4" kCl" i.'1;' PER C.O,R STANDARD DETAIL SHOWN ON 2/C5.3 N 184,672.0 N 784'418'4 . 72 3 N S 2i.2 ADJUST RIM TO DRAIN TO IE = 28.63 O E 1.3 02 788 3 E 1,302,872.0 A t +00 ADJUST RIM TO FINISHED GRADE STORM SYSTEM N 184,008.2 ii'CP ?,�. 3G 2" METER IN VAULT. 56' OFFSET PER CITY OF RENTON STD. DETAIL ON 1/C5.3 > FINISHED GRADE I E 1,302,948.4 /� l F�h'E 11 YDF2ANT 8" SD 8" SO g" Sp 8" SD B" SD SD DS DS OS INSTALL 5" STORTZ FITTING L = 74' _ 7 =75' L 107' i TYPE 48 CB #23 ON EX FIRE HYDRANT I - T.0% -J 1.,° I S N OM // N EIM= 24.600 --. f- / .-- - - - - 5 LF 6" S V) y n N 183,845.9 - - -- - • E 1,303,075.2 48 "0 TYPE 2 CS #24 N --_.__ --- - __y. -=...- ._.-. ,__. X78;3001 1.09. 8" SO 'pry ii l l /lDl y RIM 33.00 z_ - - f -f - - - - - - -C� - - -i3-- _--(- =---D- - - L / /r' IE - 23.47 (E) --Ss -_- - -- - - �S- r- - �5 - - - {i - - Ga UENUR ,.,FIRE HYDRANT _ ?9383\ _ s P4 �. L SD i.E: 'y{,F 1 IE a 25.60 FIRE HYDRANT_ % - -W-. -3' �fT\ \..__ \ ` 1 IE N 183,883.3 9 V) In z - - - - - - - _.., -.- u ::; E 1,302,965.9 ) . . � �i LP ,W --•r- _ - -. J -' � �'_�= �- ..--^� ,.=.. -NTH .,,,... -..... - �J - _ N � � S H RIMM17 zi / CET• TYPE 1 RIM 31.29 ZO .FIRE rIYD 1?❑Y-Po 1, _5D MH 2997 8' fir) 1 2G 61 / GE 30.80 R RCP N 26.31 _ `S00 CF N 74 i5 SD MH SO MH STA 0 +00 ' CB, TYPE 1 \ _ CP 5 ,412 R!P /, 3059 8„ I" �5 r3 ! RIM 37 2d 6„ RCP W 27.70 8" RCP S 26.33 12x12 TEE: (f 6sfL% GE 31.28 �� -�\•�� X937 "�2'.t N -5 ,1 l_ 48" N/S 2-5.2.9 I 6 DI W 30.46 4�jI' \ \ W ?S �� IE = 22.12 (NW) MUD IN PLACE CL 72 "t N S 19.7 () Q"v m \ 40' ADJUST RIM TO FINISHED GRADE IL H CB, T 1 r 1 - C8. TYPE 1 3 12" GV FLit M7 m \_ 3 IL 9 -, ADJUST RIM TO C8 30 39 / GE 30.82 I (4) 12" 45' BENDS SO MH 31.86 SS MH 1 LG� \ \ & RELOCATE LADDER. CP N 2i 37 FINISHED GRADE 6 RCS' W 28 8 6" DI E 2.9.97 W/ THRUST BLOCKING. 48° RCP N ?3.L4 RAM �� CF ' 28.19 \\ \ NOO h �\ w C) S t 42 8' P,C • N 28.?8 - ED M-H1 30 SEE PROFILE 1 ON SHT C4.2' 48" RCP S 2324 8" RC'P N 28.21 - \ \ \ X937E -\ �f - - '- --•RIM 33, .4 RIM o tR CP W 21.C5 TypE 1 CB 27 �. SEE DETAIL 4 ON SHT. C5.3 / \ :' O 2 W ❑ LP c 21.5/ RIM = 3CB 7� f N -S 20.4 FOR BEFORE AND AFTER � \ \� - B. T PE 1 48 R('F' EiN L3 7.. �', IE = 24.20 (NW) MUD IN PLACE VygTER. MAIN TESTING DETAIL INSTALL 5" STORTZ FITTING CONNECT 6" SS TO \ \ � IE = 27.77 ADJUST RIM TO FINISHED GRADE N 184,895.8 N 184,306.4 ON EX FIRE HYDRANT 8" MAIN PER C.O.R \ � O (. 1.88 } & RELOCATE LADDER. E 1,302,826.0 / STANDARD, DETAIL 5/C5.1 `'D MH "�' - hi F' NW' 29.;3 m E 1,302,706.4 I NEW 6" SS IE = 27.90 "± 32.95 \ I / RI ME%4.3 FAULT SD MH EX 8" SS IE s 27.82 48 "t N /S /E 22. R_ {, RIM, 3_,,4.3 RIM 31.82 SEE PROFILE 3 ON SHT C4.2 FIRE HYDRANT-- 48. RCP 7j8 Y 72 "t N -S 20.3 48' RCP tc,6 ADJUST RIM TO C8, IYPE 1 48° RCP N 22.88 FINISHED GRADE 8E RCP SE 30.46 1R "' RCP W 23 75 NOTE 1: 6" RCP W 30.45 CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES _- WITHIN THE RIGHT -OF -WAY AND VERIFY THE ACTUAL y HORIZONTAL AND VER77CAL LOCATIONS OF UTILITIES MINT 3.3.34 RIR,f, 47 BEFORE THE INSTALLATION OF THE NEW WATER LINE 6W, `(,r, n r 32152 z CROSSINGS. IF THE CONFLICTS ARE NOT ACCURATELY 0 SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT U3 THE DEVELOPER'S ENGINEERS IMMEDIATELY AND PROVIDE INSTALL I STORTZ FITTING TONAL N� THEM WITH THE FIELD VERIFIED INFORMATION. ON EX FIRE HYDRANT 4 N 0_ z NOTE 2: RECOMMENDED FOR APPROVAL o SEE SHEET C5.4 FOR GENERAL WATER, SEWER, AND STORM RAINAGE NOTES. UTILITY nT r BY: aut _ Date�<K%�4 rA�t �l�l ° DAT n'7 ~ 1. BASIS OF BEARINGS FOR THIS SURVEY IS N 8859'20' W BETWEEN CITY OF RENTON B ' �� -ry - �- Date: `O O SCALD: 7 "50,0' /q� CONTROL MONUMENTS 1879 (MONUMENT IN CASE AT N 4TH ST. AND PARK AVE. N) AND BY: �0DD4V 11�O�e✓ uh4 C T• 1 d ' 1121 (HUB :+ND TACK IN MONUMANT CASE AT N 4TH ST. AND WELLS AVE N), �►Lt/_ I t5a4e:Ocf ?eon so o so 100 NAD 1983 (1997); WASHINGTON COORDINATE SYSTEM,. NORTH ZONE. : R RENTON BENCH. MARK NO. 7935 BY' Date: B 010189 U 01 .022 7 2. VERTICAL DATUM: NAVD 7988, BASED ON CITY OF E TRUE. PROJECT' : � O BEING A'. CHISELED SQUARE IN THE BASE OF A TRAFFlC SIGNAL POLE AT THE'.NW CORNER ' N z OF THE INTERSECTION OF LAKE WASHINGTON BLVD. AND PARK AW.. N.; ELEV. s 30.45' NORTH NORTH SCANNED FEB 5 71Qt0 -�►o- t w 9 >r P r i s 1 co I I i i EXISTING i GRADE O O d - (� W 32 a - I U 30 ENCH BA KFLL ''t.' ::i:'' ��{', `i''4 BLOCKING w a 12" Dl I w �l� (f] d 26 ER (TYP) tRADE 2' MAX DEFLEC ON M 4.0" 24 SEE WATER GROSSING WHERE POSSIBLE i I (ryp) CONNECT TO E. 27.90 C SHEET O ® F 1 20 '.. BACKFILL FUR WATER I GARDEN AVE. NORTH Q0 -20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 WATER PROFILE STA 0 +00 TO STA 1 +00 SCALE: I" = 20.0' (HORIZONTAL) a e SCALE: I- - 2.0' (VERTICAL) GARDEN AVE NORTH n y 32 R 30 ,I } w z ut N1 z 28 i H i l 26 24 22 20 z 0 Ln 18 I I i i EXISTING i GRADE PRO &D 0.569 - - I 1.7USE CDF ENCH BA KFLL ''t.' ::i:'' ��{', `i''4 BLOCKING 12" Dl I FOR WATE LINE <3' CO ER (TYP) tRADE 2' MAX DEFLEC ON M 4.0" EX 8 LE 2 SEE WATER GROSSING WHERE POSSIBLE i I (ryp) CONNECT TO E. 27.90 DETAIL THIS SHEET I I BACKFILL FUR WATER I MAINTAIN SOI 2 LINE <3" C VER (TYP) NEW 8" SD 4.0' MIN. MAX I MIN. I 12" D.1. WA 41.E. 28.5 COVER (TYP) D CLEAR (tYP) I I I EX 8" SS EX I I.E.I 2;.04 I 12" D.I. WAT R IEX 12" W I.E. 26.00 I 18 MIN I CLEAR CL MIN. I I I I I CL (T I I EX 12' I WATER Ll i E EX 48" SO LE. 9.56 I I I I .E . 23.25 I II EX 4B"" {SD I I I I I I EX 2" SO E. 27. 9 I o 1.E 0.32 I 1 op O Y am G0 O�V I �"aa3 � NN3 Q0 -20 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 WATER PROFILE STA 0 +00 TO STA 1 +00 SCALE: I" = 20.0' (HORIZONTAL) a e SCALE: I- - 2.0' (VERTICAL) GARDEN AVE NORTH n y 32 R 30 ,I } w z ut N1 z 28 i H i l 26 24 22 20 z 0 Ln 18 38 36 34 32 30 28 26 24 N 8TH ST A ',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..' i I PRO &D 0.569 - - I I EX /STING ''t.' ::i:'' ��{', `i''4 BLOCKING 12" Dl I .__ ' 85 LESS 5_0.01 tRADE - PIPE JOINT TO ACHIEVE BEND PER 26 M'16u M 4.0" EX 8 LE 2 SS .82 WHERE POSSIBLE i I NEW 6 55 L E 28."85 CONNECT TO E. 27.90 £X VER TYP I I BACKFILL FUR WATER I EX 48" LE 23 SOI 2 LINE <3" C VER (TYP) 2 MAX 72" SO 21.40 I I D ELECTION Yp) I I 38 36 34 32 30 28 26 24 N 8TH ST A 10 +80 11 +00 11 +20 11 +40 11+6D 11+80 12 +00 2 WATER PROFILE STA 11 +00 TO STA 11 +66.70 C4.1 SCALE: i" = 20.0' (HORIZONTAL) SCALE:. I" = 2.0' (VERTICAL) ASPHALT tee jf' 45' BEND (MJ.MJ) (TYP) ',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..' i I I - - CONCRETE EX /STING ''t.' ::i:'' ��{', `i''4 BLOCKING 12" Dl h �- -- •rte. .__ 4 MAINTAIN 18" CLEAR CftlictL) 12" CLEAR FOR OTH UTILI r } ' tRADE - PIPE JOINT TO ACHIEVE BEND PER 26 M'16u M 4.0" 1NTAIIV MIN. I WHERE POSSIBLE I USE CDF TRENCH C VER TYP BACKFILL FUR WATER LINE <3" C VER (TYP) 2 MAX D ELECTION Yp) I I EX I I I I 18 MIN CONNEC TO I CL (T AR ) EX 12' I WATER Ll i E I I LE. 9.56 I I II EX 4B"" {SD I E. 27. 9 I O � Y NU� � NN3 10 +80 11 +00 11 +20 11 +40 11+6D 11+80 12 +00 2 WATER PROFILE STA 11 +00 TO STA 11 +66.70 C4.1 SCALE: i" = 20.0' (HORIZONTAL) SCALE:. I" = 2.0' (VERTICAL) ASPHALT tee jf' 45' BEND (MJ.MJ) (TYP) ',•ii:f;r,. •3 "t:�r.r.r %Y.�tA:..' CONCRETE BLOCKING CONCRETE •a . ''t.' ::i:'' ��{', `i''4 BLOCKING 12" Dl h �- -- •rte. .__ 4 MAINTAIN 18" CLEAR CftlictL) 12" CLEAR FOR OTH UTILI r } ' NOTE: \jonfqu. BtOC1L USE 2' MAX DEFLECTION AT PIPE JOINT TO ACHIEVE BEND PER 26 M'16u FOR WATER PIPE WITHOUT sip'Romb oewlu VERTICAL BENDS AND FITTINGS WHERE POSSIBLE USE CDF TRENCH BACKFILL FOR WATER \I LINE <3' COVER (TYP) 0 o L a s SIDE SEWER PROFILE 4 WATER CROSSING DETAIL C4.1 NTS O e SCALE: 1" _. 20.0' (HORIZONTAL) W //Q �,A.7 rir. N ' z SCALE: 1" - 2.0' (VERTICAL) WgIp,V� sgvi I I LL ly 1 a � ! �I I e 4- 34' Roos C1c ,y °� USE SHACKLE ROD RESTRAINTS IN ADDITION TO CONCRETE BLOCKING TYP • fS iOCW ('t`(Ii Cpl.) 1 NO - -.� CONTRACTOR SHALL POTHO�Alll STING UTILITIES WITHIN THE RIGHT -11 WAY Y THE ACTU AL ( HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES C\ BEFORE THE INSTALLATION OF THE NEW WATER LINE CROSSINGS. IF THE CONFLICTS ARE NOT ACCURATELY SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE DEVELOPER'S ENGINEERS IMMEDIATELY AND PROVIDE THEM WITH THE FIELD VERIFIED INFORMATION. 5- ?94502 s ,.o y !RECOMMENDED FQ.R APPROVAL BY: Date: / y� fu ° S OG✓ B : e.✓ �� ;Date: a� 30, uQ 32152 $Y: ;Date: � /oxAL aN BY: Date: 7 EXPIRES: 02/0610V C4.2 B0110189 U010227 NW 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