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HomeMy WebLinkAboutS-430501Li) Ln O O C't) Co ~ N N n V L� 0 W 1 NOTES: I� 1 I I LJ JON�S CD / - IQ EXISTING SIDE SEE WER RE P PR/ I 10' DRIVEWAY ESMT I 1 20' INGRESS, E SS & UTILITIES SON �N �30 TO BE CAPPED AND PROPOSED PROPERTY REG No 4731181 ESM'T PER (R2) PE�O SOS �21016 / l ABANDONED ---- ------------- LINE (TYP) - - � / ------------------ --- ------------- PPN SSMH / / RIM EL=204.09 06 \ 212� ti /218 8"CONC(E)IE=196.59 -25.00 dN. 8"CONC(N)IE=196.29 0� ) 55CO7 / .)4. _ j _) 18LF 6" PVC 6 /E 210.38 z / - -3SCO 5 90.1489 6" IE 209.59 / PROPOSED FINISH 6, lE 6 1 _ I LU I ( / GRADE CONTOUR (TYP) 6" If- 206.91 SSCo 6 d EX/STING WATER METER I I I .; I 2 » ° °' d °. ° ° 4LF 6 PVC 3 0� 0 P� F TO BE REMOVED I I I PAD 6 IF 09.16 I Q . a . ° 90.0575 PAD I P\ PNSIRoEN SAL VAGED BY CITY (TYP) � 216.0 . ' ° ° l 217.0 / �N \0L� G N0' ° » d .a ° ° I I 13LF 6 PVC : I ° N N N I I / 00.1415 ° /GSN\NGS\�\SP ° d ° ° - : ° » EX/STING GROUND 6" IF 211.00 a I° , ° ° d 6 /E 210.61 ��RSO ��E 1016� I . ll / CONTOUR (TYP) '° ° ` ° ° 1 f 44.84, 13.27' RT � 0 SSCO 5A 6 /E 206.9 2" BLOWOFF ASSEUBL Y / FQ 6" lE 206.91 ,o PER CORD STD. PLAN 340.1 I {' CUT AND CAP EXISTING I WITH CONC. BLOCKING WATER SERVICE AT MAIN / I \ 8LF 6" PVC I I \ 0' 50NG ON PER CURRENT PUBLIC / I 00.2812 >f44.83, 5.96' RT I I G J �0 g WORKS SPEC/F/CA TONS / \ ° d SSCO 5 I o 0 ON ON 23 Lq d ° 91LF 6 PVC ° ° I ° m ° 6 /E 206.91 CAP (M✓� I N �N, I \N� 0 G N�G�2� 0� s'N' H `t 0 0.0296 ° WITH CONC BLOCKING I ( J ON 3� r IM EL=205.23 O / Q ° 6 /E 206.91 I SE QN 8"CONC(E,S)IE=198.43 °' » a I` d 8"coNc(w)IE-198.23 I \ 1 DOMESTIC WATER METER ° : ° ° , o' ..�. TRACT C I L-- P NEW 8" IE 198.43 I WITH PR PROVIDED FOR a ° 10 O (ACCESS & UTILITIES) I I 1 \ EACH LOT (TYP) \ ES 15 a p 40' PUBLIC STORM J0N �O�E N l 4f95.91, 5.33' RT \ ° '\ \ l 88LF 6" PVC a a a DRA/NGE & 4 \ P �3 R� P " I ° PAD 0 0.032.3 UTILITIES EASEMENT \ PPN Q P g8 1 CONNECT TO EXISTING 8 MAIN I I I \ 216.0 \ N PIPE CROSS/RZ�� ORN I -REDUCER (FL) 6If- 209.93 SEE UTILITY CROSSING GE\ ) Q P FINAL CONNECTION TO EX. I I I I ° I I 6" CLEANOUT 2LF 6" p BLE, SHEET C5.21. i 8 WATER MAIN TO BE DONE BY CITY FORCES PER / I I i 169LF 8" PVC 6" If 20L I l 1.4J50 SSCO 4 6 /E 209.13 COR STD PLAN 300. 4 I I ; ` 00.0420 6" lE 204.34 e 6" lE 212. 00 _ 6" lE 209.13 / CB, TYPE I I \ ' 2 4 ' - RIM EL=200.31 ° \ 24 26LF 6" PVC 12"DI(W)IE=198.84 I 2 00.1400 \� ooze / I °O ' ' : ° ° 23 ° SSCO 3 °HP ° " o2LF 6" PVC 18 14 6 /E 209.75 SD _ 006000 6" lE 209.75 -w w ,'I \ » l �,� 13 ° �. 20LF 6" PVC N r] co 28LF 6 PVC `� ° d ° 0 0.1470 ptitio SS A /s ue- SS SS `�' 0 0(0314 / s �°°'. a SDe6 G J - - \` 6» lE 206.81 N 31 S T S T \ [ OADW11771F 8" DI / " 6 /E 206.81 _ 6LF 8" 9LF 6 PVC -----�,-J--- ---1 (PUBLIC - 6 E o 3�7� » 5 90.IJ78 r'H-SFr ` i N N N N N 12 ° 23LF 6 DI PAD " 7.0 Lc �r c 6 /E 120J 46 2> - - - 214 N \ / - - SSMH ° . °� • q tr I 6 3.23, 6.35RT STA. 6f76.11, 7' L W / 1Of00.00, PARK A l/E N = - z ® a \ �`E�¢ 07 5LF 8-D1 10' CAP (UJ) TYPE 1-48" % _ 5f00.00, ROAD A N ° \ �� \ \ _ WITH CONC BLOCKING RIM 215.65 ( 206 I 8 If OUT 205.52' �W) w 25.00 'IN 6" 1E 205. 49 Q I \ \ TRACT B I I 10' ACCESS CONNECT TO EX SSUH I 6f70.65, 6.33 RT EASEMENT 8" 1E 198.43 J w' - / I I \ (ACCESS & UTILITl�S) 6" If-204.22 \ POL YP/G STA T/ON I , 0f50.00, ROAD B = \ 6f 46.61, ROAD A FIRE HYDRANT WITH SHEAR BLOCKING PER DETAILS 310.1 & 310.2 ON SHEET C5.32 & C5.33 REN �2 5 G\�� 33�210 PQN N SCALE: 1" = 20' 0 10 20 40 SEWER LEGEND SEE WER P/P co SEWER STRUCTURE SEWER SER146F � SEWER P/PE FLOW ARROW - - SEWER EASEMENT EX/STING SEWER PIPE WA TER LEGEND WATER MAIN )7d IN[ WATER F/TT/NG 0 FIRE HYDRANT WATER METER ❑o BLOW -OFF ASSEMBL Y 101 POL YP/G STATION Q PRESSURE REDUCING VALA Vf - - WATER EASEMENT EX/STING WA TER PIPE SURFACE LEGEND EX GROUND CONTOUR MA✓R EX GROUND CONTOUR M/NR 210 FINISH GRADE CONTOUR MA✓R 212 FINISH GRADE CONTOUR M/NR CAUT/ON.- UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND SHALL BE FIELD Vf-R/F/ED BY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPAN/ES, AND CALL UTILITY LOCATE 0 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UT/L/TIES, CONTACTING THE SURVEYOR OF RECORD TO SURI/EY THE HORIZONTAL AND VfRT/CAL LOCATIONS AND VERIFY THE LOCATION, DIXNS/ON, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADD/T/ON, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO Vf-RIFY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING WITH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF VERTICAL SEPARATION SHALL HAVE- ETHAFOAM, OR APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA T/ON. w 61662J, 6.34 RT \ 1. MIN/MUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, I z \ \ \ FIRE HYDRANT ASSEMBLY 10' PUBLIC STORM WATER AND STORM LINES WHERE MIN/MUM SEPARATION /S 6f52.61, 6.33 RT DRAINAGE & \ » 1-8 x6 TEE (M✓xFL) NOT FEAS/BLE, NON -POTABLE WATER PIPE SHALL BE RIM-203.84 I Q C 1-81x4 TEE (MJXFL) 017LWS EASEMENT PRESSURE RATED PIPE (PVC C900, D1,, OR EQUAL) I N I \ \ 1-4" GATE VAL Vf- (FLXUJ) 1N6 GATE VAL l/E (M✓xFL) PROJECT NO. 20081 K W \ \\ W/ CONC BLOCK/NG W7H CONC BLOCK/NG 2C . ALL ONSTRUCT/ON SHALL BE /N ACCORDANCE WITH THE CITY I o I \ OF RENTON STANDARD SPEC/F/CA TONS I I 3. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO I z I \ \ EXISTING PIPES FOR PROPER RTT/NGS AND DEPTH. I \ 3g & 4. ALL WATER F/TT/NGS AND VALVES WITH MECHANICAL JOINT I� 25' I 25' I II vo NERD j0 3250� (M✓) ENDS SHALL HA VE A WEDGE- TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. I Q I\ I GPRO 5. SEE SHEET CA01 FOR U17LITY CROSSING TABLE. ER 50 I fD-z \ \ I P? P PR \ 25.00 ---- -- / X X - M PN <Of I' P IX I I < \NID 3251 I oHP OHP 80�G \A���10 I I I PPN NO. N O N u \ ti�;PoF�wAsyMpd CIVIL ENGINEERING \ ,2j TRACiA" - �;�P� y�'• -4 LANDSCAPE ARCHITECTURE 2 (TREE RETENTION) PLANNING TRACT D o • G41843���� DESIGN SURVEYING (FUTURE F`�SIBNAL ENVl CONVEYANCE) 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V -21 / 04/02/25 X X X \ _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS O �\ DEVELOPMENT ENGINEERING t^ �'-�- vJ 7_ELE VEN 48 HHuynh 04/17/2025 ApN 33421032 Z WASTEWATER UTILITY WATER UTILITY r S 430501 W 430501 jstowell 03/04/2025 ABDOUL GAFOUR 03/06/2025 W SURVEYED: SCALE: DATE: JONES RENTON SHORT PLA T VERTICAL: NAVD 1988 � CITY 0 F �u OTHERS HORIZONTAL- NAD 1983/1991 DESIGNED: O FLAWO BA/NOTT/ 3102PARKA VEN, RENTON, WA 98056 FIELDBOOK: RENTON PAGE DRAWN: I;R O CHUCK FEML/NG ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER &WATER PLAN C5, 01 \l U/CHAEL MOODY IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: M/CHAEL MOODY 18 34