Loading...
HomeMy WebLinkAboutW-343010w w N0 n a N w M J EIE H _._ 0 ILLY'S flI EXISTING 12" A.C. I NECTION 15A DETAIL, SHT 145 � 232 LF PIPE _I � 39 15 S PNP 6 2129 LF PIPE FtAINIE S 3 26 n ° 6 / / e / I LQ JGP U�P- 9Gl' -- tl61� ��YaP� n / " c / / / I I .EXISTING )I .8• D.1. ♦ . w P �I 0 � I m / /n0 / J/ / / 28 , EXISTING / B° C.I. 22 45 2 / /o s RIM SEE CONNECTION 16 DETAIL, SHT 145 A ° 0 5 10 40 RwvR /Raw a /n_„ SCALE IN FEET 60 WATER LAYOUT TABLE STA SEE CON OFFSET RT SIZE 45 +50 40.5' -- 12• 46 +00 1 -- 12• 46 +50 - -- 28.6' 12• 47 +00 67.5' 25.1' 12• 47 +50 -- 23.8' " c / / / I I .EXISTING )I .8• D.1. ♦ . w P �I 0 � I m / /n0 / J/ / / 28 , EXISTING / B° C.I. 22 45 2 / /o s RIM SEE CONNECTION 16 DETAIL, SHT 145 A ° 0 5 10 40 RwvR /Raw a /n_„ SCALE IN FEET 60 WATER LAYOUT TABLE STA OFFSET LT OFFSET RT SIZE 45 +50 40.5' -- 12• 46 +00 40.6' -- 12• 46 +50 60.2' 28.6' 12• 47 +00 67.5' 25.1' 12• 47 +50 -- 23.8' 12• 48 +00 -- 24.6' 12' 48 +50 -- 26.4' 12• 49 +00 -- -- -- GENERAL WATER CONSTRUCTION NOTES 1. SEE GENERAL WATER CONSTRUCTION NOTES ON PREVIOUS SHEET. WATER CONSTRUCTION NOTES O1 FURNISH AND INSTALL CLASS 52 DUCTILE IRON WATER PIPE. SEE WATER LAYOUT TABLE FOR STATION, OFFSET AND SIZE THIS SHEET. 22 FURNISH AND INSTALL LONG SOLID SLEEVE COUPLING AND PROVIDE CONNECTION TO EXISTING WATER MAIN. SEE TYPICAL CONNECTION TO EXISTING MAIN DETAIL, SHT 142. APPROXIMATE STA 551 +38.6, 6.1' RT APPROXIMATE STA 48 +62.0, 15.0' RT APPROX. STA 551 +24.9, 1B.7' LT 1 - 8" COUPLING, MJxMJ 1 - 12• COUPLING, MJxMJ 1 - 6" COUPLING, MJxMJ _ APPROXIMATE STA 47 +08.4, 60' LT APPROXIMATE STA 48 +77.9, 29.9' RT / 1 - 12• COUPLING, MJxMJ 1 - 12• COUPLING, MJxMJ WATER LEGEND 3O FURNISH AND INSTALL TEE. (COUPLING MOVED SOUTH, NO STA PROVIDED) \�►-� ���r / I wA ABANDON OR REMOVE EXISTING WATER MAIN sw STA 45 +80.5, 40.5' LT STA 46 +29.0, 29.8' RT 1 PROVIDE RESTRAINED JOINTS PER SPECIFICATIONS 1 - 12 "x12 "x12" TEE, MJxMJxFL 1 - 12 "x12 "x12" TEE, FLxFLxFL " EXISTING 1 - 12° D.I. NIPPLE, MJxMJ 1 - 12° D.I NIPPLE, MAMJ 1 8• D.I. O USE CONTROLLED DENSITY FILL FOR PIPE ZONE BEDDING 1 - 12° GATE VALVE, FLxMJ 3 - 12° GATE VALVE, FLxMJ I WALGREENS 1 - THRUST BLOCK 1 - THRUST BLOCK �' G 7 2 ///��7 (/ // l' / \ / /J /� STA 46 +28.8, 40.8' LT STA 48 +60.2, 27.7' RT 22 1 ^ (((lll Gll ?ll U 1 - 12' GATE TEE, FlxFLxFL 1 - 12m GATE TEE. FLxFLxFL \ / 3 - 12" GATE VALVE, MJxFL 3 - 12" GATE VALVE, FLxMJ 1 - THRUST BLOCK 1 - THRUST BLOCK SEE CONNECTION 158\-: E%ISTIN DETAIL, SHT 145 12" C.I. _/_ BO %CULVERT 47 AND WATER PIPE 1 I I I L LINK LF PIPE I 40 Y -r 1-11 LINK LF PIPF / Q G I,a\ OS FURNISH AND INSTALL 11.25 DEG BEND. 8" D.I. / 8" D.I. © FURNISH AND INSTALL 22.5 DEG BEND. STA NOT PRDVmE0 1 - 12" 11.25' BEND, It STA 45 +80.5, 49.6' LT STA 48 +58 // /J ���%%% 1 - THRUST BLOCK 1 - 12. 225' BEND, MJxMJ 1 - 12" 22.5' BEND, MJxMJ 1- THRUST BLOCK 1 - THRUST BLOCK FURNISH AND INSTALL 45 DEG BEND. � STA 46 +28.8. 60.1' LT STA 48 +65 STA 46 +58.4, 57.1' LT STA 46 +86.1, 721' LT 1 - 12" 225' BEND, MI 1 - 12" 22.5' BEND, MAMJ 1 - 12" 45' BEND, MJxMJ 1 - 12. 45' BEND, MAMJ 1 - THRUST BLOCK 1 - THRUST BLOCK \yam, 1 - THRUST BLOCK 1 - THRUST BLOCK \,r\ O FURNISH AND INSTALL 90 DEG BEND. 1 - 46 +28.2, BEN RT 1 - 12° 225' BEND, MJxMJ w \ \\\ STA NOT PROVIDED, RT 1 - THRUST BLOCK 4 1 - 6" 90' BEND, MJxMJ JxMd ,gMMH 32e/ 1 - THRUST BLOCK tE N-3 22 s 10 FURNISH AND INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1. ®E 22 \ E%. 12" C.I. STA 45 +68.6, 523' LT STA 551 +47.4, 31.7' RT STA 46 +87.4, 43.7' RT 9 2 12 FURNISH AND INSTALL 8• CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. 6 4 3 20 1g FURNISH AND INSTALL WATER SERVICE METER PER RENTON STD PLAN 320.1 - 320.3 AND CONNECT TO EXISTING SERVICE LINE 20 ' APPROXIMATE STA 45 +73.1, 64.4' LT r- 2 ' 1 - 3/4" METER 1 - METER BOX O20 FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE AS NECESSARY (LENGTH OF PIPE MAY VARY DEPENDING ON PLACEMENT OF I II COUPLING) TO INSTALL COUPLING AND CONNECT TO EXISTING SYSTEM. CORRESPONDING SHEETS 7LF 1 43 SEE CONNECTION d O O ADJUST WATER VALVE BOX TO GRADE. 17A & 17B DETAIL, SHT 145 cP IX c n 43 \' J II � . 12" C.I. 7 ADJUST UTILITY MANHOLE (COVER) TO GRADE. it WALKER'S RENTON SUBARU /p VTINUED 2fi FURNISH AND INSTALL 12" CLASS 52 DUCTILE IRON WATER PIPE. 28 FURNISH AND INSTALL CAP OR BLIND FLANGE. STA 46 +32.4, 70.9' LT 2 - 12° CAP OR BLIND FLANGE, FL 2 - THRUST BLOCK ® FURNISH AND INSTALL CROSS FOR FIRE HYDRANT ASSEMBLY. STA 46 +31.2, 87.5' LT 1 - 12 "x12 "x12 "x12" CROSS, FLxFLxFlaFL 2 - 12• GATE VALVE, FLxMJ 1 - 127 D.I. NIPPLE qp FURNISH AND INSTALL TEE FOR FIRE HYDRANT ASSEMBLY. STA 45 +94.8, 118.5' RT 1 - 12"x6" TEE, FLxFL 2 - 12" GATE VALVE, FlxMJ 1 - 12' GATE VALVE, FLxFL 1 - 12•x8" REDUCER, FLxMJ 0� FURNISH AND INSTALL TEE FOR FIRE HYDRANT ASSEMBLY. STA NOT PROVIDED 1 - 8 "x6" TEE 1 - GATE VALVE AND THRUST BLOCK FOR FIRE HYDRANT ASSY 42 CONNECT TO EXISTING FIRE HYDRANT. STA 551 +25.3, 28.4' LT 43 CONNECT TO EXISTING WATER SERVICE METER. STA 47 +23.8, 39.45' RT STA 47 +24.20, 44.83' RT 1 - 1 1/2• METER 1 - 1 1/2• METER STA 48 +42.84, 40.40' RT STA 48 +69.33, 43.50' RT 1 - 3/4• METER 1 - 3/4" METER 45 FURNISH AND INSTALL 6• CLASS 52 DUCTILE IRON PIPE TO CONNECT TO EXISTING FIRE HYDRANT. 39 FURNISH AND INSTALL ADAPTOR PER CITY OF RENTON STD. PLANS 300.2- 300.5. STA 45 +73.B. 80.7' LT 1 - 12" ADAPTOR, MJxMJ CATEGORY SHEET RIGHT OF WAY PLANS 16 EXISTING CONDITIONS 64 SITE PREPARATION & TESC PLAN 7B ALIGNMENT PLAN 90 ALIGNMENT PROFILE 102 DRAINAGE PLAN 113 DRAINAGE PROFILE 123,124 WATER PLAN - WATER PROFILE 155,159 JOINT UTILITY TRENCH PLAN 173 JOINT UTILITY TRENCH PROFILES 189 PROPERTY RESTORATION PLANS 204 CHANNELIZATION & SIGNING PLAN 226 ILLUMINATION PLANS 237 IRRIGATION PLAN 291 LANDSCAPE PLAN 303 rzCwrzu JKARIISU] I JLr i JIV i SURVEYED. HPc DRAWN BY SCOUT DESIGN BY. soorKH CHECK BY JLE PROL MGR LE FILE a�rnveml.exa KpG 753BNbrueN 75PtJtlieamArenm RECORD SN%WAEI Tmna,WA9S4N DRAWINGS HIMN W4�1 DRAWINGS xwu. � b6 AL CITY OF RENTON "N P�eu�wo,ks DaPaamam APPROVED FOR CONSTRUCTION BY DATE RAINIER AVENUES (SR 167) S GRADY WAY TO S MIND ST WATERPLAN STA 45 +00 TO STA 49 +00 DRAWING NC. 141 PROJECT NO TEDaoaao EEDAID no. cMO s7 DATE MAR 2014 SHEET No. iai OF aoa NUMBER REVISION DescawnoN By APP. DATE