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HomeMy WebLinkAboutzW-4072Setw z W S-407201 W-407201 R-407208 U QO 0 Q J W I CN 0 J SRI 3 APPROX. LOCATION APPROX. LOCATION EX. CBso EX. WATER EASEMENT 10" DI WATER RIM=183.810 I . REC. NO. 20041005001346 PER C.O.R. GIS FULL OF DEBRIS 1 I3 - -•, - - � _ _ _ _ _ _=1--=10 xEi" TEE (MJicF�) 1 I CONNECTION TO EX. 10 WM - - - - - - 1 - T. - - �. PR�POSED 15' PUBLIC \ . . I . . �- STA: I 1 +11.73, 82.75' LT 1 - 6 GATE VALVE (�LxMJ) EX. CB - - REC. a / RIM=163.70 WATER EASEMENT I CUT EX. 10 PIPE INSTALL: - -- LY o » i FIRE HYDRANT ASSEMBLY - - INV=160.30 12"PVC-S l I ( ) 0 STA.11+11.17, 22.69 LT SAW UT EXISTING \ w w w w w `" w � W 1 - 10" GATE VALVE FLxMJ PER COR STD 330.30 ', C� I / � w w w w 1 -`' t0" 90`' BEND FL RESTORE PER COR -STD (( -- - -- \ - ^ BLQO►L - \ I o \ \, 1 - 10" GATE VALVE (FL) � V r - - - -{---t,10, SHEET 14 EX. PRIVATE CB P I ACCESS ROAD m ° o INTX I Q RIM=137.98' 24l :. ° ° STA:10+00=ALLY ROAD \ {. ' . I _� EX. SSMH a E 12" ABS (NW)=133.36' III - STORM DRAIN ° ;, �STA;20+10=5 48TH COURT I ° s� I RIM-162.98 E 24" PVC (NE)=132.06' Ia v c I n,I I INV=155.08 (8"PVC-E) ° Q INV=154.98 (8"PVC-S) IE 12" CMP (sw) ) I I I " I h 9 J UTI I OINT Q e • TRENCH (W/OVERFLOW PIPE) 1 IRRIGATION LOT 12 a A CROSSING, I (SMALL ORIFICE OUTLET TO I' I I I METER W/DCVA I 2,379 S. °� 10 LOTS \71,�j SEE LEVEL SPREADER)=133.42' °I 4 . �, a • • • ° 2 289 X. C \ VIEW ON LEI � EX. CB 12" OVERFLOW SW=136.60' II ° 1 1' .. .. ° ' RIM 160.4� SHEET 1 I RIM=162.81 11 LpT 14 LOT 1.3 U` =158. I NV=157.66 (15 PVC-N&S) \II 1,820 S.F. 1,7�5 S.F. 8 D S.F. a ° (12"D El,I 1 I I SSMH 1,' m I ° ° Q I m o EX. 12" SD STA:22+119.99, 3.45' LT \ I J U TRIM=142.78 » I - - - / : ' %....I 10.5' R.O.II V Q »41 DEDICATION IE=133.98, 8 (E) - ° \ e I I IIE=134.08, 8 (W) :c. ...L'...'.'. 2,868 S.F. \ nl PER COR STD 400.1 I a \ .. . . / ° PROPOSED 15' STA 30+82.50\ Iu . . �W �.. ° °'. LOT 4 °. I• PRIVATE STORM o LOT 11 EASEMENT END CONCRETE v> » .. d 1,680 S.F. °• I LIMITS OF 1/ DRIVEWAY BEGIN 1,80015E{F 8 °•° �. STREET OVER Y i REC # ______ GRAVEL ACCESS ROAD \ "' PVC 0 0.87% ° n PROPOSED 20' PUBLIC j SECTION PER STD I. ' - - _ UTILITY EASEMENT ,'/ I a 234.5 (SHEET 19) n +. :. 10' STORM EASEMENT I.I. M o .. II I o APPROX. LOCATION L. o G LOT 10 .° p n ° + .�. 16" D.I. WATER ° .. L T I I PER C.O.R. GIS TW=139.0 ,80 .F. s. 1,68 S.F. ° a° BW=137.0 1' \ .. . I a �.... \ , • a 10' POWER EASEMENT TW=138.0 ;I A. - -� REC. NO. 7609240628 � WATER METER / BW=137.0 I TRACT A I I \ 11 SERVICE, TYP. �c a 202 LF 8" I OPEN SPACE/ n I PER R STD 320.1 I PVC 0 0.91 % TREE RETENTION/ I ° • a' SEE SH 16 i' a ' •' I STORMWATER LOT g; / �� 6: WQ 13,109 S.F. I ° 1,620 S.F. ° f.. .. 1,620 F. .N 3 142 ° �1 aoo APPROX. LOCATION \ / \ 12" D.I. WATER TW-.138.0 I I, \ - - ° PER C.O.R. GIS �.. CO (TIP) I BW=137.0i 8 / v SIDE . . PER COR STD 4031 I �a : a 0 MIN., / .. . PROPOSED 15' PUBLI / °. P COR STD 40 . ° 6ss $.. ' :: ' ° ° ° LO -- EWER E S� NT l l ° 1,L21 S. I I ` ° '..'.'`D . I EX. SEWER MANHOLE 1, F. ° 12'I /..... GRAVEL I N RIM=161.11 ....INV=152.61 (6"PVC-S&W) . . . . INV-152.51 (8„PVC- )ACCESS ROAD 7 5 - - - DN - ° it I ----- ---------- - X 6 / i - I STA 41 +83.49' APPROX. LOCATION DRAIN I / \ 11 s s I BEGIN 112 STREET EX. SEWER CLEANOUT T - - OVERLAY AT EXISTING PER CITY ASBUILTS /� I \ / T ---- r `T -SAWCUT LINE ... 126.36' 15'PUBLIC SEWER I 3.Q. INV=129.8'± � � � SSMH 15 � / zs. 126.53' TO BE REMOVED f ' If EASI A. 1 / a. � EMENT TAX PARCEL \ STA:8+23.54, 5.13 LT � \ � � � �' N •#-------- ---- 312305-9091 I RIM=151.37EX CB SSMH 1A, 48"0 I REC _ R M IE=143.22, 8" (N) / I 160.81 SHALLOW MANHOLE SSMH 1, 48"0 3 0 - '• \ I N. .o INV=156.56 15"PVC-N&S) ±8" SEWER STA:32+24.51, 23.4 RT � � I SHALLOW MANHOL l \ CITY ASBUILT RIM=135.13 r- YARD I STA:32+05.26, 1.42,\' LT \ \ \ IE=128.08, 8" (NE) �.R�1N- I I RIM-137.42 IE=128.00, 8 (W) I IE=130.37, 8 (N) - I PER COR STD 4 w) WATER METERS AND SEWER PER COR STD 400.2 f �� IE-130.27, 8" ( � � Q 00.2 - _ o-� o CLEANOUTS LOCATED IN DRIVEWAYS I s N HEDGE I i KEYNOTES: OA CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION © EXISTING 3/4" WATER SERVICE AND METER TO BE ABANDONED AT MAIN LINE (BY CITY) UNLESS IT IS RE -USED FOR IRRIGATION A DCVA IS REQUIRED AND SHOULD BE LOCATED ON PRIVATE PROPERTY DOWNSTREAM OF THE WATER METER. WATER KEY NOTES: O1 CONNECT EX. 12" MAIN BY CITY FORCES STA:20+04.76 4' RT 1 - 12 x10" TEE (FL) 2 - 12" GATE VALVE (FLxMJ) 1 - 10" GATE VALVE (FLxMJ) 1 - 10" 11 1/4" VERTICAL BEND (FL) 2 - 12" SPOOLS (MJ) 2 - 12" SLEEVES (MJ) 1 - 10" SLEEVE (MJ) POLY PIG PORT THRUST BLOCKING PER COR STD 300.6 (SHT-15) O1 - 1Ox6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY STA:20+43.14, 4' RT PER COR STD 310.10 (SHT -16) O10" 45' BEND (MJ) STA:20+88.07, 4' RT THRUST BLOCK O4 9 LF 10" DI CL-52 O10" 45' BEND (MJ) STA:20+91.07, 11' RT THRUST BLOCK O11 LF 10" DI CL-52 O7 1 - 10 z 10" CROSS (FLxFL) STA:21 +03.47, 9.22' RT 2 - 10" GATE VALVES (FL) 2 - 10" GATE VALVES (FLxMJ) 2 - 10 x 12" INCREASERS (FLXMJ) O8 1 - 12 x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSEMBLY STA:22+90.52, 6' RT 1 - 12" CAP (MI THRUST BLOCK PER COR STD 310.10 (SHT-16) O35 LF 12" DI CL-52 10 1 - 12"X6" TEE (MJXFL) 1 - 6" GATE VALVE (FLXMJ) FIRE HYDRANT ASSEMBLY STA:9+72.57, 8.5' RT THRUST BLOCK PER COR STD 310.1 (SHT-16) 11 1 - 2" BLOW -OFF ASSEMBLY STA:8+26.97, 8.5' RT 1-12"CAP THRUST BLOCK 1-12 "X 12" VERTICAL CROSS 'POLYPIGGING' STATION PER STD PLAN NO. 300.6 PER COR STD 340.1 (SHT-16) 12 1-12"x12" VERTICAL CROSS 'POLYPIGGING' STATION PER STD PLAN NO. 300.6 SEE SHEET 13 FOR WATER AND SEWER STANDARD NOTES ALL BUILDINGS TO BE SPRINKLERED SEPARATE PLANS AND PERMITS WILL BE REQUIRED FOR FIRE SPRINKLER SYSTEM. NOTES: • SEWER MANHOLES TO BE INSTALLED PER COR STD 400.1 SEE SHEET 16 • THRUST BLOCKS FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS PER COR STD 330.2 SEE SHEET 16 SECTION A -A SEE SHEET 10 h O 0 10 20 SCALE 1" = 20' *�,R.3,q/4 WAj�`Q� �o �r o {, 42676 i L LANDS" THESE PLANS ARE "AS -BUILT" AND THE INFORMATION SHOWN ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS OF THIS DATE: MARCH 3, 2021 STEVEN D. McCASKEY PLS 42676 • THRUST BLOCKS FOR VERTICAL BENDS PER COR STD 330.3 SEE SHEET 18 • ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE BLOCKING IN COMPLIANCE WITH CITY OF RENTON STANDARDS - - � MUST BE TRAFFIC RATED Know what's below. I Ca�� before ou di ncom pass ���DD M� �� ENGINEERING & SURVEYING z Western Washington Division 165 NE Juniper Street, Suite 201 » IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055 3 374 w� Eastern Washington Division o ��GISTER�� 1 AS-BUILTS EDM 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 » Phone: (509) 674-7433 ■ Fax: (509) 674-7419 �ssIONAI 03/19/2021 NO. REVISION BY Y 9• SURVEYED: SDM SCALE: 1 "-20 1 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM C CITY 0 I R E N TO N oi vkmg Planning/Building/Public Works Dept. SAPPHIRE ON TALBO T SEWER & WATER PLAN DATE: 03 19 2021 DESIGNED: EDM FIELDBOOK: N/A PAGE: DRAWN: TLK ONE INCH DRAWING NO: 18615 3119121 SDM CHECKED: EDM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR APPROVED: NEM SHEET: 9 OF:19 00 QO 0 Q J S-407202 W-407202