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HomeMy WebLinkAboutW-431501w Q z LLJ co A PORTION OF THE SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM C\Il pC ` INSTALL 6" IN -LINE STA 201 +00.1 6, 10.68' LT I ~ � GATE VALVE (FLxMJ) t CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION, 50' FROM NEW TEE I r SIZE, TYPE AND DEPTH PRIOR TOLO / CONSTRUCTION AND NOTIFY ENGINEERco EX SSMH / STA 201 +00.1 1, 5.81�MLT L OF ANY DISCREPANCIES N 1-8" 90° BEND J) I 1-8„ SLEEVE R M=212+08 .86, 4.15' RT J 1-8 x6 CUT -IN TEE (FLxFL) A IE IN=200.08 8" 0 E PROVIDE APPROVED \� tL 1 -GONG BLOCKING � DT-01 - , 5-INCH STORZ FITTING ON 3: / 1-8 ADAPTER (FLxMJ) IE OUT=199.98, 8"0 W EXISTING FIRE HYDRANT /\ SEE SHEET SS-02 FOR I DI SPOOLS AS NEEDED CONNECTION DETAIL 1- CONIC BLOCKING > - - -- � INT + I - � � � - - �,- I 1 f I � I STA 100+00.21, S 21ST STREET f - - I I I IwEX SSMHSTA 104+11.94, 3.88' RT STA 201+29.39, SMITHERS AVE S I- - - J I I S 21 ST ST RIM=208.79 103 LF, 8"0 DI RJ »210 LF, 8 b PVC SS /IE OUT=201.54, 8 0 W IE=199.80 IE=200.37S=0.46% „ I I I I N EX SSMH I SAWCUT LINE (TYP) 6 0 SS I I _ 1 1 6 0 SS J STA 99+94.15, 1.33' LT I I = 101 +00 1 1 102+00 1 1 103+00 ? 104+00 RIM = 210.2 0 1 0 0 0 0 IE IN=199.02, 8 0 S 10 0�'00,s s s s IE IN=199.02, 8"0 E I I I I rr 0 0.0 1 1 I I I I I I I ------ -- --J L-J L-------------J LJ L------------ --, 208 LF, 8"0 PVC SS O ® � _ © S=0.70% 1" WATER SERVICE AND X- „ I ® METER PER COR STD _s -?! - �¶ I a 26 LF, 8 PVC SS 1 l `L f PLAN 320.1, SEE SHEET WATER METER \, v�, a g ' v� ©S=2.42� r... - SS-03(TYP)r I� P .. IRRI ATI O - ------ _ _ p EX SSMH -- -------- _ - ... - :. - R - - ..... c ......... . STA 201 +54.64, 6.07' RT a4 , METE N WATER STUB ��.� � W RIM=209.50 I -- -- -- -- - -- - --iR -I- AND - -- -- -- -- ® SS CO 6" PVC l IE IN=199.75, 8"0 S P ABANDON APPROXIMATELY 108 LF VALVE E RIM-210.60' IE OUT=199.65, 8 N OF EX WATER MAIN. INSTALL PIPE ---I � o n 'J' �/ CAPS (MJ) AT PIPE ENDS (BY n �- 6 (TYP) I i 'CITY FORCES) + �; + O I WATER STUB A � SS CO 6 PVC I I 0 I I G- / RIM=211.26' I 10' UTILITY W B WATER METER B i DT-01 I I EASEMENT (TYP) Z DT-01 o DT-01 I \ /� cc o I 206.81 2�3 N ` ILLL O I v7 STA 202+07.61 , 5.82' LT I 0+50 1 2 _ CONNECT TO EXISTING WATER MAIN. I PAD-211.7 10%t PAD=21 1.5 �� � PAD=21 1.7 � I I I I - - CONTRACTOR TO VERIFY LOCATION, l SIZE, TYPE AND DEPTH PRIOR TO SS CO 6" PVC I CONSTRUCTION AND NOTIFY ENGINEER I RIM=210.94 I / \ OF ANY DISCREPANCIES i EXISTING SEWER SERVICE. CONTRACTOR TO 1 8 GATE VALVE (FL) INSPECT TO CONFIRM CONDITION AND I _ - REPLACE IF NECESSARY AS DIRECTED BY I---- �,� SEE SHEET SS-02 FOR I THE INSPECTOR. EXISTING SEWER SERVICE -7- -V CONNECTION DETAIL I I TO BE EXENTED TO LOT 1 PER COR STD ---------------------------------- - I------------ \ 1 PLAN 406.1 ON SHEET SS-02. - L _11 C 7 EDGE EX I ) \ PAVEMENTO TYP PROPOSED 1 1.5' R/W DEDICATION 0 300 LF, 8" 0 PVC SS- ©_S=0.62% l n �r 1 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 (N I RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 225 22C 215 21C 205 20C N O LJ O I� Co N N n Co O O N IN N N N N N N N N N N N N N i 200+40 EXISTING 8" J WATER MAIN NORTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS olc*q 7 ®Of WASy� CONSULTING ENGINEERS L L C 32001 32nd Avenue South I ® I I I Suite 200 m N Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 -0 Civil Engineering Land Surveying Land Planning A�� ,p 50085 Q �� Public Works I Project Management I Landscape Architecture FO/STERN ESM JOB 41 1-004-023 ASS/0NAL 21611111 201 +00 AS -BUILT � INT STA 201 +29.39, SMITHERS AVE S = STA 100+00.21 , S 21 ST STREET PROPOSED 12" STORM (TYP) 11 L_ 101 Ll�, 8" bl DI RJ PROPOSED 6" WA SERVICE 201 +60 PROPOSED GRADE FLOWLINE 3' MIN COVER SOUTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS EX 8" SEWER (TYP) PROPOSED 6 SS SERVI( 202+20 EXISTING GROUND ® � OF R/W EXISTING 8" WATER MAIN 202+80 225 220 215 210 205 n 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 1 203.13 200.80f 2.33' 1 200.92t 207.28 6.36' 2 201.97 204.23 2.39' 2 203.06 206.51 3.45' 2 208.57f 202.54 6.03'f 3 202.30 203.82 1.52' 3 207.17f 203.03 4.14'f S-431501 W-431501 200 FIN COMPLIANCE WITH CITY OF RENTON STANDARDS 203+20 ESM 9/10/25 SURVEYED: SCALE: VERTICDATE: "=209 HORIZONTAL: N D 1198 : NAVID /1991 S O P H I E J O SHORT PLAT // DESIGNED8ML CITY OF WATER & SANITARY SEWER PLAN o2 �a 2s RENTON DRAWN: PAGE: CJR DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE -0 IF NOT ONE INCH SS 1 Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: OF: 16 23