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HomeMy WebLinkAboutS-411101'\ 1 v W Q I PERT/CAL DATUM NA VD 88 BENCHMARK FOUND MONUMENT A T NE 12TH ST AND MONROE A VE NE. CITY OF RENTON 1184J ELEVA TION = 425.16 BASIS OF BEARINGS N8854 30"W BETWEEN CITY OF RENTON MONUMENTS 1843 AND 0057. SD 'ER ASBUILTS--- SDMH, TYPE RIM EL=366. _G 8" CONC(SW)IE=361. 12" CONC(ESE)IE=359. 12" CONC(E)IE=359. 12" CONC(W)IE=3 APPROX LOCATION OF EX SIDE SEWER. NEW SIDE SEWER SHALL BE INSTALLED IF LOCAT/ON OF EX SIDE SEWER CANNOT BE LOCATED FOR REUSE. SEE S/DE SEWER NOTE, THIS SHEET. SDMH, TYPE II RIM EL=366.32 6" CLAY(NW)IE=362.6? 18" CONC(NE)IE=362.7� 18" CONC(SW)IE=362.'- 0 SDMH, TYPE II ' RIM EL=366.39 /8" CONC(SW)IE=361.54 12" CONC(ESE)IE=359.49 12" CONC(E)IE=359.29 12" CONC(W)IE=359.09 4? I i 0 TREE TO BE / -370- RETAINED \ - - -378- �Q \\ x / WALL ISS &0.27'WOF / r 6" CLEANOUT PER / ` CORNERTY ( / P C. 0. R STD PLAN 2f 47 �4, SEX 8" IF 361.92 �c� A\v \ 1-36'' _ �� / / I l CB 6 I H 8071 / -36 / 0 37 8 62.E 35LF6" PVC - '� 0 0.-0391 N• 186467.1575 � E.• 13083 7.7571 „ / 1221 1-6 x ' BEND (M✓) ° SF 6" PVC W/� ONCBLOCKING d ©4F 6" PVC / CB 804 TYPE 1 0 0OZ777 RIM /1EL=366.95 as / 11LF 6" Dl "CONC(iv)IE=364.40 / 8"PV NE)IE=364.15 �� / \ 0 - - - - - - - 6"C USE)IE=364.00 �° TOR VAL VE CB 805 TYPE I / o RIM L=366.66 ,368 liW 12"CONVN)IE-363.69 12"CO C(S)IE=363.66 s..<•' e:;; •N:': .+ d. N.• 186457.2747 � 13LF 6" DI _ E.• 1308332.343� J- SEE FIRE HYDRANT Z o _ 1-6"x4 BEND M✓� DETAIL SHEET C5.21 w W/ C NC BLOCKING /-PER ASBUILT w _ 253 13.07, 12.06 L T _ 253f 00 ? ��- 100x " TAPPING TEE W/ 6"'& jE VAL VE (M✓) 6" DOUBLE DETECTOR SD PE FI0 C.O.R. CHECK ASS'Y PER C. 0. R. STD PLAN 300. t, STD PLAN 360.2 SD SD _ CFF��F�Y'S 33 � 14LF 6" DI J � FIRE DEPARTMENT _G CONNECTION PER C. O.R. STD PLA#-310.1 2LF 6" DI vv RIM EL=366.89 N.- 186456.8055 vv 'T 12"CONC(W)IE=364.30 E-1308358. 4203 � EX F/RE HYDRANT 1-6"x90°BEND (M✓) PER AseulLTs (435 ZONE) W/ CONC BLOCKING 2" DOUBLE CHECK VAL VE ASS'Y PER C, 0. R, STD PLAN 340. 8 30LF 6" DI SEE FIRE LINE DETAIL SHEET C5.21 reel REVISION I / I / N 18649Z 8675 " E 1308403 7107 TYPE 1 RIM37f36 371. 34 \ I 6" If OUT 368.-36 (SW) 36 .,$8 I \ I �5 W/ 0/L WATER ,SEPARATO 7. SEE DETAIL SKEET C5.33 I N 186466.2286" E 1308390.573� '•'�° 7 CB / TYPE 1, SOLID SLID I �•{. N 186471. J201 RW97� 77 371. 60 ' . ❑ 5 E 1308444. 0790 61 IE /N 36774 (NE) 369.40 6fF 6" DI /TYPE 1 6 1E /N 36939- (E) 369.46 9299 RIM 37F66 371.90 6 /E OUT ✓6774- (W) 369.50 6" If OUT zWO58 (5) / 6" CLEANOUT 370.26 \ - / RIM 372 J9 373. 54 / \ \ ' °`• - "' a: ..� " / 6" /F 370. 46 N.A. :, s.. y�•: :.• 8 6" lE 370.46 N.A. I \ � ° a \ > ° EX 10" WA TER \ 6" MIN° CLE R-W/ -1-1/4" REDUCED PRESSURE BACKFL 0W ETHAFD ETWEEN /PE / CB 802 TYPE 565 ZONE ( ) I ASSEMBLY PER C. O.R. STD PLAN 350.2 - , w EX 16 WATER RIM EL 3 4.30 1-1/4" PRIVATE SERVICE LINE NE 12THISTREET 8" Co)XC(S)IE=372.89, (435 ZONE) I w 254+00 / cn / w w - " - - \ - EX I METER TO BE RE -USED SSMH #8 5 FOR DOMESTIC SERVICE RIM EL- 7 .95 SD _ SD-\S \ E 364.10 2'" PRIVATE SERVICE LINE 8"PVC(N) (E)IE 365.85 .� 8" PVC(S)IE 365.75 EX 1 " METER TO BE RE -USED c G c �- FOR IRRIGATION II EX 10" WATER ' nni i uonnn Tvnr u `(435 ZONE) 253441.94, 12.36 LT RIM EL=374.71 6"coNc(s)IE=372.31 10'%6" TAPPING TEE 8"CMP(NW)IE=370.11 W/ 6" GATE VAL VE (UI) 6"CONC(SW)IE=369.96 APPROX LOCATION PER MODIFIED C.O.R. 12"CMP(SE)IE=367.11 OF EX FIRE HYDRANT STD PLAN 300.1 8"CONC(S)IE=367.08 (565 ZONE) SEE DETAIL SHEET C5.33 8"CMP(N)IE=366.81 W/ CONC BLOCKING 18"CONC(E)IE=366.69 18"CONC(W)IE=366.61 SURVEYED: ROSERT WEST DESIGNED: GINA BROOKS DRAWN: DA VID VAUGHN CHECKED: GINA BROOKS BY DATE APPR APPROVED: GINA BROOKS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DIM WINGS THIS CONSTRUCTION RECORD DRAWING /5 A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY CORE DESIGN, INC. AND HAS BEEN EDITED TO REFLECT ASBUIL T CONDITIONS. THE INFORMA TION PROVIDED ON THESE RECORD DRAWINGS /5 A COUBINA TION OF FIELD SURVEY INFORMATION AND DOCUMENTED FIELD REVISIONS. VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M W-411.101 S-41.1101 CITY OF RENTON Planning/Building/Public Works Dept. I^ N SCALE: 1" = 20' 0 10 20 40 SEWER LEGEND 0 SEWER PIPE SEWER STRUCTURE SEWER SERVICE .,� SEWER PIPE FLOW ARROW EXISTING SEWER PIPE WA TER LEGEND WATER MAIN jyd INC WATER FITTING 0 FIRE HYDRANT WATER METER TtT T FIRE DEPARTMENT CONNECTION ❑� POST INDICATOR VAL VE ❑o PRESSURE REDUCING VAL VE z DOUBLE CHECK VAL VE ASSEMBL Y EXISTING WATER PIPE SIDE SEWER NOTE IF THE EXISTING SEWER STUB /S LOCATED AND REUSE /5 PROPOSED, CONTRACTOR SHALL CCTV THE STUB AND PROVIDE THE VIDEO TO PUBLIC WORKS FOR REVIEW. IF PUBLILC WORKS DEEMS THE SEWER STUB REUSEABLE, CONTRACTOR SHALL RELINE THE EXISTING STUB. ASBUIL T NOTE. - ALL INFRASTRUCTURE APPURTENANCES ASBUIL T ARE INDICA TED IMTH DESIGN INFORMATION LINED OUT AND AD✓ACENT ASBUILT INFORMATION ADDED. ITEMS NOTED AS 'VA. " WERE NOT ASBUIL T. R• BR �� \�P'oF..•.y� CIVIL ENGINEERING LANDSCAPE ARCHITECTURE W i Z• PLANNING ' • p� 36478 O. DESIGN SURVEYING W F ' G! STV-? ;•`` CORE ✓OB NO 18227 V SS/ONAL LNG 12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877 Lw 2/3/23 (DESIGN ONL`I') Q IN COMPLIANCE WITH CITY OF RENTON STANDARDS �Z v o� W DATE: KIDDIE DA YCARE CENTER MAR. 2020 3123 NE SUNSET BL VD nELDBOOK: \ RENTON, WA 98056 PAGE: O DRAWING NO: C5.01 SA NITA R Y SEWER AND WA TER PLAN sHEE`.14 OF' 21