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HomeMy WebLinkAboutS-431501J LO It It A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM N STA 201 +00.1 6, 10.68' LT I �) INSTALL 6 IN -LINE CONNECT TO EXISTING WATER MAIN. ` GATE VALVE (FLxMJ) CONTRACTOR TO VERIFY LOCATION, -I 1-1/2" IRRIGATION SERVICE LO l 50 FROM NEW TEE ' I SIZE, TYPE AND DEPTH PRIOR TO CONNECTION BY CITY / M CONSTRUCTION AND NOTIFY ENGINEER FORCES L J EX SSMH / It OF ANY DISCREPANCIES STA 201 +00.1 1, 5.81 STA 102+03.86, 4.15' RT N 1-8" 90° BEND �MLT J) I 1-8 SLEEVE RIM=21 1 .08 1-8 x6 CUT -IN TEE (FLxFL) A IE IN-200.08 8"� E PROVIDE APPROVED � \� 1 -CONC BLOCKING DT-01 - 5-INCH STORZ FITTING ON 3 / 1-8 ADAPTER (FLxMJ) IE OUT=199.98, 80 W EXISTING FIRE HYDRANT /\ SEE SHEET SS-02 FOR I DI SPOOLS AS NEEDED > CONNECTION DETAIL _ _ 1- CONIC BLOCKING INT +� N -I 8"DIWw I I w EX SSMH STA 100+00.21 , S 21 ST STREET f - I I I I STA 104+1 1 .94, 3.88' RT STA 201 +29.39 SMITHERS AV _---------- I- - - J I I S 21 ST ST I I _ RIM=208.79 INSTALL CONCRETE DEAD -MAN BLOCKS I 103 LF, 8"D DI RJ » I I I I ` „ ON EXISTING WATER MAINS PRIOR TO I 210 LF 8 b PVC SS E OUT=201.54, 8 W FINAL CONNECTIONS I I E =19 9.8 0 I I I I I E= 200.3 7 Q EX SSMH I I SAWCUT LINE (TYP) 11 S=0.46% 6"0 SS I I _ I I 6 " 0 SS J STA 99+94.15, 1 .33' LT I 1,01+00 102+0o 103+00 RIM=210.20 I 10 0 0 0 I I IE IN=199.02, 8"0 S 10 00 s s s IE IN=199.02, 80 E � I I I O ------ '----------------- ---- L L---------- --, 208 LF, 8"0 PVC SS - - J L_ ---- --- -- ---- ® I © S=0.70% re 9 9 9 `J `J 9 - - -f d ,. ��_ �' " 26 LF, 8 PVC SS i ® - _ _ _ A a co © S=2.42% ® g r a, a a - _P-- C ..... .._, 3/4" IRRIGATION _ _ METER. WATER METER - EX SSMH --- --- - ---- --- -- - ----- _ 4° r. ..... P .. c.� . ' PERMIT REQUIRED ` STA 201 +54.64, 6.07 RT I W RIM=209.50 -- -- -- -- - -- -- - -I-FO IE IN=199.75, 8"0 S I P I ABANDON APPROXIMATELY 108 LFE OUT=199.65, 8� N �INSTALLATION OF DCVA PER I`.�> :. I .:OF EX WATER MAIN. INSTALL PIPE COR STD PLAN 340.86' TYP �CAPS (MJ) AT PIPE ENDS (BY �- ( )+ .------------- O I ' CITY FORCES) + rr --�-0 o O CD / A O ---�-- N DT-01 10' UTILITY B DT-01 STA 202+07.61, 5.82' LT CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 1 -8" GATE VALVE (FL) SEE SHEET SS-02 FOR B I EASEMENT (TYP) DT-01 0 0 205.5f � i I o+50 1 2 I 10%+ PAD=211.5 PAD=211.7 PAD=211.7 I � 1 1" WATER SERVICE AND EXISTING SEWER SERVICE. CONTRACTOR TO METER PER COR STD \ INSPECT TO CONFIRM CONDITION AND PLAN 320.1, SEE SHEET I r ✓ / i REPLACE IF NECESSARY AS DIRECTED BY SS-03 TYP THE INSPECTOR. EXISTING SEWER SERVICE TO BE INSTALLED BY CITY FORCES TO BE EXENTED TO LOT 1 PER COR STD WATER METER PERMIT REQUIRED CONNECTION DETAIL I I PLAN 406.1 ON SHEET SS 02 - EDGE OF EX PAVEMENT (TYP) 300 LF, 8" 0 PVC SSA �,©_S=0.62% l n �r EX SSMH STA 204+54.97, 6.04' RT RIM=210.91 IE OUT=201.62, 8"0 N IE IN=201.52, 8"0 S, E Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0 L777 � PROPOSED 11.5' R/W DEDICATION � 225 22C 215 21C 205 20C N O LO OD O CD O O O N N N N N i 200+40 ENGINEERS L�9LyC ®CONSULTING 34 0 81h Avenue South 1 ® I * I Suite 205 Qj Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com FVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works 1 Project Management I Landscape Architecture ESM JOB #41 1-004-023 EXISTING 8" J WATER MAIN NORTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS M�F4 O or, 0 N N I� . O 0i O O NI ON N N N N N N N INT STA 201 +29.39, SMITHERS AVE S STA 100+00.21, S 21 ST STREET PROPOSED 12" STORM (TYP) 101 LF , 8" bl DI RJ PROPOSED 6" WA SERVICE PROPOSED GRADE FLOWLINE 3' MIN COVER SOUTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS PROPOSED 6" SS SERVII EX 8" SEWER (TYP) 201 +00 201 +60 202+20 �OF A$l��Nc SURVEYED: DESIGNED: 8ML DRAWN: CJR FC�S ER�O CHECKED: AL NO. REVISION BY DATE APPR APPROVED: 02/20/2024 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTING GROUND ® OF R/W EXISTING 8" WATER MAIN 225 220 215 210 205 200 202+80 203+20 104+00 s VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON 19 DATUM Planning/Building/Public Works Dept. W z m 1 SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 '=20' HORIZ. 1 "=5' VERT. LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.5" GRIND AND OVERLAY NOTES: 1. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE THRUST BLOCKS PER CITY OF RENTON STD PLANS 330.2 AND 330.3 2. CONCRETE BLOCKING TO BE SIZED PER COR STD PLAN 303.1 PROVIDED ON SHEET SS-03 3. SEWER STUBS TO BE INSTALLED PER COR STD PLAN 406.1 LOT SERVICE CROSSING TABLE LOT # WATER IE EX GAS IE SEWER CROWN STORM INVERT DIFFERENCE 1 203.13 200.80+ 2.33' 1 200.92t 207.28 6.36' 2 201.97 204.23 2.39' 2 203.06 206.51 3.45' 2 208.57+ 202.54 6.03'f 3 202.30 203.82 1.52' 3 207.17+ 203.03 4.14'f S-431501 W-431501 DEVELOPMENT ENGINEERING WATER UTILITY UR HHuynh 04/17/2025 Haldez 03/31/2025 Ej: WATER UTILITY �' ell 03/31/2025 DATE: SOPHIE JO SHORT PLAT 02/18/25 WATER & SANITARY SEWER PLAN PAGE: OOK: PAGE: DRAWING NO: SS-01 HEE UTILITY PERMIT # SGF: 16 23