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HomeMy WebLinkAboutW-421203CONSTRUCTION RECORD N DRAWING N THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWINGS I PREPARED BY BARGHAUSEN CONSULTING 0 ENGINEERS, INC AND HAS BEEN EDITED TO REFLECT ASBUILT CONDITIONS. THE INFORMATION PROVIDED ON THESE RECORD DRAWINGS IS A 0 COMBINATION OF THE FIELD SURVEYED INFORMATION Lu AND DOCUMENTED FIELD REVISIONS. 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 Fv` A- 601 N I r? EX WATER N T ``' I STUBS EX WATER I EX WATER T N g} , (V r`` �'F`' METERS I METER CB STD GRT r I I EX SHRUB RIM=296.46 f----- ----- ` 12" ADS E IE=291.51 � � SSCO �SSCO I� j 12 ADS W IE=291.51 Al I__��................... SSMH EX R� T j SDMH I I RIM=295.08' ,-; E� ----------------- - - ----- - --- - - --- -� --- - RIM=296.74' - DRIVE 8 PVC N IE=281.03------_ ---- -------------_ _____- __ -_- -- ---------- 8" PVC S IE=280.93' MAILBOXES EX DRIVEWAY EX MAILBOX i EX EOA 12 ADS NE IE=288.79 II 12'ADS W IE=291.19' MIO573 o STA 28+24.41, 6.98' .RTT K' BEGIN FRONTAGE IMPROVEMENTS: AND EX 8 SEWER / I ��� N S w FULL STREET GRIND AND OVERLAY I� �SAWCUT EX 12" STORM TO BE ��� (0" R - EX 16" WATER - _ � - i✓ LINE (TYP) EXTENDED TO CB#2 - �� w 1 0 0 ' '';.. EX 16" WATER o\\� 0 0 �... _ o -w-w-w w-w-w_-w_ _w--_w-w-w_- w w-w-w w-w w-w-w-w-w w-w Ao w w-w-w w w w w- Li j EX FIRE F � � EX OVERHEAD POWER � F •�`" �- -� �- o, x TO BE RELOCATED EX WATER I 1 •' "'.. 4 HYDRANT a O UNDERGROUND METERS �II 1 ) P(OH) "'P(Qy),. P(OH) P(OH) (OH) (OH) P(OH) T P(OH) P(OH) P(OH) Fp(OH) P(P$H) Pf�(' ( P(OH) P OH) P(UG) (UG) P(UG) P(UG) P(UG) P(UG) P(UG) P(UG) -J / 5 1 Z" ST( n EX POWER POLE. ADD 29¢ �i ii �� - �� - �� Ol 3'� �d n GUY WIRE TO POLE I p . z EX R-/7W-. EX FENCE j EX WATER EX FENCE (TYP) (TYP) �J METER I '• q I 2 .. ( \ A (� n ^Two r n `J`�• ` , �ci .....�.- -cJ P(UG) P(UG) "UGk - EX 20 � -, EASEMENTS a EX POWER POLE TO BE Q rEX DRIVEWAY nv ���a�� a REMOVED. POWER AND SEF r, -r� I I TO BE RELOCATED UNDERG EX UNDERGROUND - _ ALONG PROJECT FRONTAGE POWER LINE (TYP) EX UNDERGROUND �� 8 TELEPHONE LINE (TYP) I 298.30� EX GAS LINE (TYP) Q 0 0 cn Q) 0 U V) Q N 0 r7 N 0 N u7 \ E 0 0 a N 3 I co r� N C c c a) 00 r7 N 1-1 V) 0 0 0 w - i7 '. n0 0 .0 285 280 275 26+80 27+00 EX WATER METERS EX R/W I I I I , SSMH r I RIM=302.50� ° CB STD GRT 8 PVC N IE=290.85 RIM=304.08' --------------------------- SEE SHEET 24 FOR CONTINUATION 29+00 ABERDEEN AVE NE COLLECTOR ARTERIAL/ NEIGHBORHOOD GREENWAY HORIZ. 1 "=20' - VERT. 1 "=5' 1 RECORD DRAWINGS AS BUILT 2 REVISION PER COMMENTS DATED DATUM FOUND „ BENCHMARKBRASS DOME IN MONUMENT IN MONUMENT FOUND NIN CASE CHMARK I ' BRASS C W TH X" AT DISC 116TH ST. HORIZONTAL DATUM: VERTICAL DATUM: CASE WITH 'T 0.65' BELOW GRADE OBSERVED (NAD 83/11) 0.6' BELOW GRADE OBSERVED (NAD 83/11) NO. REVISION NAD '83/'91 NAVD '88 N: 186463.16, E: 1304865.21 N: 187664.64, E: 1304879.99 RK 5/4/22 BJT s'"wE"m� RK 7/7/23 BJT DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT 311E �_z 0 10' 20' 40' SCALE: 1 "=20' Z SSMH _ _ - O M RIM=304.56' N/S/NW O (NO INVERTS MEASURED) 8R'E MAP KEY PLAN � T N CB STD GRT T L RIM=305.12' WATER NOTE:CD V 12" ADS..W IE=301.12' ' ---LJ 12 ADS S�' IE=301.12 1. EACH LOT SHALL HAVE FIRE SPRINKLERS 0 EX DRIVEWAY _ ---- PER PER RENTON REGIONAL FIRE AUTHORITY EX R W WAIVER OF TURNAROUND REQUIREMENT FOR II SDMH STREETS LONGER THAN 150'. - - - - __-- - - - ------- -- --_-RIM=305.32 2. 1" WATER METER SHALL BE INSTALLED FOR / EX 12" STORM I I 12" ADS E IE=297.10' EACH LOT TO ACCOMMODATE FIRE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 18" ADS S IE=297.07' SPRINKLERS AND DOMESTIC WATER SUPPLY. I I 12" ADS W IE=301.19' SEE C.O.R. STD 320.1 II - 3. MINIMUM OF 10 FT SEPARATION BETWEEN SAWCUT SSMH II EX 12" STORM SEWER, STORM AND WATER MAIN. MINIMUM Y LINE (TYP) RIM=304.56' I N OF 5 FT BETWEEN ALL OTHER UTILITIES. _ _ 4. MINIMUM OF 18-INCH VERTICAL SEPARATION (NO INVERTS MEASURED) I I oo EX FIRE WHERE BETWEE MINIMUM SEPARATIOWATER N ISTNOT ORM LINES C4 --------, II HYDRANT FEASIBLE, NON -POTABLE WATER PIPE SHALL T wA w-w-I�-w-w-w-w-w-h-w-w-w w-w= O -- ____ _____ O ---�` �----------�_____� - - - � ��� BE PRESSURE RATED PIPE (PVC C900, DI, STA 31 +51.27, a: r ; 17.62' RT; _ ?:.. OR EQUAL). ALL OTHER UTILITIES 12-INCH O - P(OH P(0 I P(OH) -- (HO)d''..'•••'•..(HO)d ,.(Ho)'�(� MINIMUM VERTICAL SEPARATION. --_-_--P(UG - _J ' 5. ALL MECHANICAL FITTINGS SHALL HAVE r P-G-----' CB STD GRT r RESTRAINED -RETAINER GLANDS EQUAL TO (V --- ---- r _ RIM=304.96' I MEGALUG SERIES 1100 OR ROMAC EX R W 12" ADS W IE=297.61' ROMAGRIP AND CONCRETE BLOCKING Q IIIIII T`� I" I J EX WATER E I SEWER NOTES: I �I EX FENC `r „� METERS e, (TYP) I 1. SEWER PIPE SHALL BE 8" PVC SDR-35 UNLESS J EX 22' STA 31 +51.26, 26.44' RT NOTED OTHERWISE. " EASEMENT END FRONTAGE IMPROVEMENTS AND 2. SIDE SEWERS ARE PRIVATE AND SHALL BE 6 PVC CONNECT TO EX DRIVEWAY AND END SAWCUT SDR-35 ® 2.0% OR GREATER SLOPE. 3. SIDE SEWERS SHALL BE CONSTRUCTED OF THE N EX GAS SAME MATERIAL AS THE SEWER MAIN. G I 4. SHALLOW MANHOLES PER C.O.R. STD PLAN 400.2 LINE P) I NOTE: ROADWAY FINAL SUBGRADE SHALL BE ESTABLISHED AND COMPACTED BEFORE �l� KIR UTILITY CROSSINGS QIE 12" SD=292.07 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 6" W=292.42 T/P 8" SD=290.87 *SEPARATION IS LESS THAN 1.5% REQUIRES GEOFOAM THE INSTALLATION OF WATER MAINS IN Liz ALL CUT OR FILL AREAS. C'0 T O O O 300 WATER MAIN FITTING DATA TABLE OSTA. 30+07.00 6.50' RT INSTALL: 295 1-16"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) CONCRETE BLOCKING WET -TAP TO BE PERFORMED BY CITY APPROVED CONTRACTOR 2� CONNECT 8" WATER MAIN TO EX 16" DI WATER MAIN IN ACCORDANCE TO CITY OF RENTON REQUIREMENTS & PER C.O.R. STD. PLAN 300.1. FINAL CONNECTION TO BE PERFORMED BY CITY FORCES. 285 OREMOVE EX FIRE HYDRANT. REPLACE WITH NEW FIRE HYDRANT IN PLANTER STRIP 18-INCHES BEHIND FACE OF CURB. INSTALL NEW 6" DI PIPE SPOOL FROM EXISTING 6" VALVE TO NEW HYDRANT LOCATION. 31+00 CALL BEFORE YOU DIG: 1-800-424-5555 SCALE PLAN: 1 " "=2 HORIZONTAL' AD 1 ,M CITY 0 F PROF: H 1 "=20' HORIzoNru: NAD gees/1ee1 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 280 R-421225 275 S-421203 O N S/ WAS ti O Ul o Z �20100 41� 01 F_0 FS S T s/'NA L ECG 7/7/202-3 E c 0 d% _c 7 .� 0 C Z C Lu c N N M < 00 N m �a� � LO i O Ln a-7 N N /c�v W U r a) Y �,t T N F_ IN COMPLIANCE WITH CITY OF RENTON STANDARDS L AS-BUILTS WATER AND SEWER PLAN AND PROFILE VAUGHN PROPERTY MAINVUE WA, LLC 121 3RD AVENUE KIRKLAND, WA 98033 rr W 0_ 00 OM ET � N Z%0 ` DATE: 7/7/2023 m ZJ 0 FIELDBOOK: PAGE: a J w DRAWING NO, U m SHEEN 25 OF: 4