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HomeMy WebLinkAboutS-421202N r N N I N nI rr w O r n Z a Q 0 O cn N 0 U V) m Q N O N O N to \ Q) E 0 a 3 I 00 r� N C / 00 n N / 1n O O CD jw 5 45 Iz i7 AS-BUILTS WATER AND SEWER PLAN AND PROFILE OF BRENNON LANDING (VAUGHN TRUST PROPERTY) A PORTION OF SECTION 05, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON rI z I \ 1 SSCO#1 1 +207#2 SSCO#3 ��....... 1+99 SEE SHEET 25 FOR o 299.20 0+79 2 , � SSCO#4 m z v L=45 L=45' 4 � t L=45 298.80 IE=z9�-8�292.71 291.911E=i9�i8- 298.20 2+47 CONTINUATION g \ IE=293-2E}292.78 L=45 ■■■ ■■I�i■ ■■ ■ fm a �l S-885� 5= �o° S=� s - 297.70 WATER MAIN FITTING ;� I I 'T �!' , 731% 4.287 291.so IE=� ---- 8.15.`� I a DATA TABLE 4-1 1p(l) P(u) P(UG) P(UG) . • 11 OSTA. 10+06.50 7.00' LT EX 8" STORM II a INSTALL: I 1-16"X8" TAPPING TEE (MJxFL) W 1-8" GATE VALVE (FLxMJ) Z 11 I I EX 8" SEWER CONCRETE BLOCKING I .: WET -TAP TO BE PERFORMED BY ^� J.II I 3�i a CITY APPROVED CONTRACTORIII w I �' "� 52 LF 8" DI At ^.P I W a CONNECT 8" WATER MAIN TO EX 16" �� ''`�I�Z ¢ m 2 DI WATER MAIN IN ACCORDANCE TO IW la Qo I I 30 CITY OF RENTON REQUIREMENTS & a W o a PER C.O.R. STD. PLAN 300.1. ejQ IwI-J o FINAL CONNECTION TO BE I .x W 00011 I 13 3 II PERFORMED BY CITY FORCES. W m l z I I AL . /* ) I I I II d d OSTA. 10+58.58 7.00 LT - - - - \� I l EX 16" WATER I a INSTALL: 1-FIRE HYDRANT ASSEMBLY PER STD. PLAN NO. 310.1 Of 1-8"X6" TEE (FLXFL) x I 1 1-8" GATE VALVE (FLxMJ) L`' I I ° 1-6 GATE VALVE (FLxMJ)66 d 1-8" ADAPTER (FLxMJ) SEE SHEET 25 FOR CONCRETE BLOCKING CONTINUATION ' OSTA. 12+38.55 7.00' LT INSTALL: ; 1-FIRE HYDRANT ASSEMBLY PER a a STD. PLAN NO. 310.1 1-8"x6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1-8" CAP (MJ) 1-5 LF 8" DI SPOOL 2-CONCRETE BLOCKING 1-8" POLYPIGGING CROSS HORIZONTAL PER STD PLAN 300.6 0 10' 20' 40' � 0WATER SERVICE 1" DOMESTIC WATER METER SCALE: 1 "-20' AND DCVA FOR EACH LOT, PER STD. PLANS 320.1 AND 340.8 VERTICAL 0 2.5' 5' 10' 30 UTILITY CROSSINGS: IE 12" SD=292.07 SCALE: 1 "=5' Q 1 T/P 8" SS=289.62 QIE 8" W=294.92 T/P 12" SD=293.82 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM QIE EX 16" W=294.24 T/P 8" SS=289.51 Q IE 8" W=294.15 T/P 6" SS=290.74 QIE 12" SD=291.87 T/P 6" SS=290.50 QIE 8" W=293.71 T/P 6" SS=290.89 Q IE 12" SD=292.15 T/P 6" SS=290.65 QIE 8, W=293.23 T/P 6" SS=291.12 QIE 12" SD=292.59 T/P 6" SS=290.90 ® IE 8" W=292.91 T/P 6" SS=291.25 ©IE 12" SD=292.87 T/P 6" SS=291.17 • t'1 285 0 -® --- i� � MIA ►�' o•w�ro�.��. �� 1•I 1 ® �_SSCO#8 SSCo#7-/" . 7 6 CL '\--SSCQ#6. 298.30 0+81 1 +29 297.80 297.20 2+O 1 .� L=36 L=36.. L=36' 292.04 1E=2.9z 3$- IE=291.80 BEARING PAD 7.6290 S.=�'rz�� S=5 may ELEVATION (TYP).. 6.159 IE=291.2E) 291.0 S=2.961� 2.55% 5 LF 8" DI d• A d; n ° O p 4 �SSCO#5 .... 2+49 55 L=36' 9 296:50 ..I E=�9-291.35 5=....... 2.36� • I KEYSTONE WALL SEE SHEET 12 FOR DETAILS Q n UI A 1.Ir 'RC A r ivC vVll 1 nv A[)AIA�O{}6 Q Al I vIC)vl Z m I/ BLA 2 4EX L FENCE - EX LOT -TRACT A LINE (TYP) LANDSCAPE _�,- BLA 3 EX TREES TO BE VED (TYP) A I r\/ A 111 C)n\/ nL-L/\ IVIIL- V I A JAI -- n� -TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 30 TO 31 (TYP) L •�� -111111911 SOME ., .-. SOME .. - _ MINIZA�� =- 1 �I � _.SESSION onn �© IN. SO SOME ll�_np SESSION SON F41 �!a I SOME MIJOIJ - GENT SO SOME EP4 Ciao Ci�••I �iiL'il• 'i ', Lrn L��■I ��-ar1� 1 1 ��� '��➢9fs� ��IRt• 1 __ _ - _ e=1salih:cl1»IMMIM»46111►[el:Hg11]i 1111101 4ci� ,I _ SOIII ■:�G,��I SOME m NONNI Cl I J is an ��m �I���■ �� 11012_IbA ����7�■ � 7■ ii��l �ii'Cf:�7,� m SOME ' 1•■�� l mmi ��ill■mom - ■�� RAM F� �■OMESOME ���■ - ri' =f1♦�� ■I■� ��� �Z7 I �Ilrr�i SOME - _ _ •• - - - ■.`1/_BIY�iS1>I:II>t■II1�.�� =ylS>"S!I:■III><IIG>�IIG1i■■- _ - • - - ■:u��t:-R-�-z - - - . . e ,l•.1:�t IIIIIIIIIIIIIIIIIIIIII■:uPd��SOME t /�•,� 1 tiI1.1•t71.e1= 1!•4••lf -- __-MEW alFT_r_F. »I I.`411►[eweI:1-•1 11 SON 11111IIIJ10awliCulmhLa SENSE ■ � � :Z�] I�L`� � IZe 1:L11] 9+80 11+00 12+00 ROAD A RESIDENTIAL ACCESS HORIZ. 1 "=20' - VERT. 1 "=5' 1 I RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FBENCHMARK„ FOUND BRASS DOME IN MONUMENT IN MONUMENT IN CASE MARK I ,BRASS C WITH XAT DISC 1I6TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH "X" 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) N0. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT SURVEYED. RK 7/7/23 BJT oESIcNEo RK DRAWN: RK CHECKED: BJT BY DATE APPR �P : BJT 285 CALL BEFORE YOU DIG: 1-800-424-5555 PLAN: 1 " "=2 wzncu N, • CITY 0 F PROF: H 1 0' HORIZONTAL'NADD 1ees/�ee� V1 "=5' RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SCALE: 1 "=20' WATER NOTE: 1. EACH LOT SHALL HAVE FIRE SPRINKLERS PER RENTON REGIONAL FIRE AUTHORITY WAIVER OF TURNAROUND REQUIREMENT FOR STREETS LONGER THAN 150'. 2. 1" WATER METER SHALL BE INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD 320.1. DETECTOR ASSEMBLY IS REQUIRED AFTER DOMESTIC SYSTEMS BRANCHES OFF TO FIRE SPRINKLER SYSTEM, UNLESS PLUMBING PLANS SHOW FLOW -THROUGH SYSTEM. 3. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER UTILITIES. 4. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, WATER AND STORM LINES WHERE MINIMUM SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL SEPARATION. 5. ALL MECHANICAL FITTINGS SHALL HAVE RESTRAINED -RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP AND CONCRETE BLOCKING SEWER NOTES: 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS NOTED OTHERWISE. 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6" PVC SDR-35 0 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS THE SEWER MAIN. 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE 0 N S THE INSTALLATION OF WATER MAINS IN �� -r WAS 0 ALL CUT OR FILL AREAS. Al ti y CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A COMBINATION OF THE FIELD SURVEYED INFORMATION AND DOCUMENTED FIELD REVISIONS. R-421224 S-421202 ' co �20100 41� FS F01 S TERN s1"NA L ECG 7/7/202-3 V E C 0 °' o .� ,^ v , C uj c N N M < 05 N m -0 0')N a� 0) tn Lr) i Ln a-+' N N /c�v W rO, V r a) Y �'t W-421202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 0 O O T q w u M I�l N a J H H T N rr W 0- OM T � N z0 = z DATE 7/7/2023 m O FIELDBOOK:ZJ PACE: a J w DRAWING NO: U m Si,EEr. 24 OF:4