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Home My WebLink AboutWTR2703435.3LO T O Q = z U U rr w 0 O CU n J IIIIIIIIIIIIII111rifl z O I— z w rr SINGLE FAMILY RESIDENCE A PORTION OF APN 106150-0740 6' SOLID WOOD FENCE N88° 48' 04.25"W 4,' PHONE CABLE (LS.) LANDSCAPING 20+ RISER O w (LS.) TH SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 5.26' �? o KING COUNTY RENTON WA. U Q ~z BENCHMARK GENERAL NOTES ELil � w z 2' —4' HIGH N oo B.M. - S.E. COR. 12' WIDE CONC. PORCH 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-071 1. BASELINE ROCKER o_ w 0 RENTON BIBLE CHURCH W. SIDE UNION AVE. ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT \cLN ® N.E. 10TH ST. ELEV.: 419.62 AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED (LS.) I a II HEREON. I-- LS B.M. - S.W. COR. 10' WIDE CONC. STA. 10+00.00, 0.00' RT ---A r L` a e DRIVEWAY OF HOUSE #4100 NE 10TH ST. 2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY =20+00.00, 0.00' RT (B-LINE) 0 10 20 40 (HOUSE AT THE N.E. COR. OF UNION AVE J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING 1-90' ELBOW - MJxMJ N.E. AND NE 10TH ST.) ELEV. 417.19 AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED 1-BLOW-OFF W/CONCRETE THRUST BLOCKING 15' WATER EASEMENT PUBLIC LJ � LS.) ed ° d. 3 STA. 10+60.00, 8.05' RT ( I I C-13 FIRE HYDRANT ASSEMBLY L� S88° 48' 04.26"E 405.25' STA. 10+66.73, 0.00' RT 1-10" GATE VALVE - MJxMJ 8' FROM HYDRANT 4: 4 STA. 10+60,00, 0.00' RT o Ls. C-13 1-10"x6" TEE - MJxFL 1-6" GATE VALVE - FLxMJ 8 LF 6" FIRE SERVICE LS. 1-FIRE HYDRANT ASSEMBLY, (s) Q e W/CONCRETE THRUST BLOCKING LT POLE O — (LS.) LL STA. 11+39.92, 0.00' RT J 1-90' ELBOW - MJxMJ W/CONCRETE THRUST BLOCKING w-w 25 LF 10" DIP WATER - UTILITY CROSSING 0.50' VERTICAL CLEARANCE (LS.) e' 4 ° e ° 4- 12+00 __—;MIN_ 15' WATER EASEMENT (PUBLIC) VERTICAL DATUM U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2 (LS.) (LS.) ° 247 LF-10" DIP WA CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN. 3. CONTRACTOR SHALL LOCATE, IDENTIFY MATERIAL AND ELEVATION OF ALL UTILITIES WITHIN UNION AVENUE PRIOR TO CONSTRUCTION. 4. WATER MAIN SHALL BE DUCTILE IRON CLASS 52. 5. PROPOSED PAVEMENT HATCHING AND STORM DRAINAGE NOT SHOWN FOR CLARITY, SEE PAVING PLAN. SEE SHEET C-11 FOR CONTINUATIO1 SSCO #1 C STA. 13+78.44, 52.70' LT RIM=416f IE=410.5f (FIELD VERIFY) I I 14 LF 6" FIRE LINE » I I 3 STA, 13+84.89, 11.00' LT Cf) C-13 FIRE HYDRANT ASSEMBLY I r1 I I I (LS.) 4. ° d °. (LS.) 4 a S' a d S 4d (LS.) uNosCAPE 4 e ° PLANTERS ° , ' a A (LS.) I N O � o ER 13+00 x �_ z 4+ UTILITY CROSSING 0.50' 4 STA. 13+84.89, 0.00' RT L� VERTICAL CLEARANCE C-13 1-10"x6" TEE - MJxFL m N 1-6" GATE VALVE - FLxMJ n 8 LF 6" FIRE SERVICE o z 1-FIRE HYDRANT ASSEMBLY, W/CONCRETE THRUST BLOCKING r==�4 12 LF loll DIP WATER 55-UF 10" DIP WATER LINE KEY NOTES O 22.5' BEND O5 45' BEND W/CONCRETE THRUST BLOCKING W/CONCRETE THRUST BLOCKING STA. 14+00.00, 0.00' RT. STA, 14+47,69, 0,00' RT. O 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 14+10.29, 0.00' RT. O 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 14+21.29, 0.00' RT. ® 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 14+26.29, 0.00' RT. I N 00 I 11 LF 6" PVC SEWER @ 2.00% MIN. SINGLE FAMILY RESIDENCE CONNECT TO EXISTING 6" SEWER STA. 13+98.12, 40.09' LT 1-6" 90' BEND - MJxMJ W/THRUST BLOCKING 14' WEST TO BLOWOFF ASSEMBLY 17 LF 6" FIRE LINE STA. 13+98.12, 40.09' LT EXTERIOR SPRINKLER --EKTZRIOR SPRINKLER - VAULT EL.=417.35 VAULT 18.00 DESIGN BY OTHERS BY OT STA. 13+98.12, 0' LT 10"x6" TEE - MJxFL 6" GV - FLxMJ (N) SINGLE FAMILY 10" GV - MJxMJ (W) RESIDENCE STA. 13+93.43, 20.30' LT 4" D.I. RISER FOR FDC CONNECTION 14+ 1.81 ELEV. 418.00 STA. 14+50.80, 0.00' RT CONTRACTOR SHALL FIELD LOCATE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO EXISTING WATER MAIN COMPLETE WITH CUT IN: (BY CITY FORCES) I 1-12%10" TEE - FLxFL 2-12" GV - FLxMJ (N,S) 1-10" GATE VALVE - FLxMJ (E) STUB I i CONCRETE THRUST BLOCKING GRASS (LS.) LANDSCAPING UTILITY CROSSING 3' 8" SEWER i SEE CONNECTION DETAILS 4 Y 4 VERTICAL CLEARANCE I I I C-1 C-13 EXIST. SSMH #274 88°48 4.26E 405.2 (LS.) I STA. 13+98.39, 58.46' RT — APN 297230-0050 6' SOLID WOOD FENCE CHAINLINK FENCE SINGLE FAMILY RESIDENCE — APN 297230-0030 6' SOLID WOOD FENCE 6' SOLID WOOD ( SINGLE FAMILY RESIDENCE — APN 297230-0040 SINGLE FAMILY RESIDENCE — APN 297230-0020 FENCE I _ .Of SINGLE FAMILY RESIDENCE —APN 297230-0010 I I ... ....._............... 430 .. ........ ...... .......... .......... ..... .: ........ ..... : .......... ......... ......... SEE GRADING PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ �.� �- FOR FINAL GRADES. c�.._..w . ................ ............ .. .. ....... _......... ............... � z425. . _.. ...... o z..0 -z 425 -0.79% z cn . 3' MIN.. 0.50%. . COVER . . . . . . . . . . . -0.84% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w ++ cr + w AS -BUILT NOTE 420 .._........... 61 LF 10 DIP WA.TER.. ......................... :........... _ _. _ . -.. 2.65% _ Q F Q = Q. c° Q 3 Q.___.Q'I 420 WATER SYSTEM INSTALLED BY RENTON BIBLE CHURCH :. `r°� v~i. `V. C~n . O .Lnn v oo v N U) : CONTRACTOR, UNIVERSAL LAND CONSTRUCTION COMPANY, " 76 LF 10 DIP WATER . . . . . . " - - DIMENSIONS, PI P AND MATERIALS 11 3 .129; CONFIRMED BY CONTRACTOR. 90' ELBOW . . . . . . . 247. LF 10�� DIP WATER T 3 MIN. :STA. 10+00.00, 0.00' RT =STA. 20+00.00, �.00' RT . . . COVER ... . . . . . 415 (g-LINE) _.__......._ _.......... _ .. �. _ ..... 41 5 1.0" .GATE VALVE ... ........... ...... ..... ... :. ..... ..... .......... . ......... ...... n. ... ... STA. 10+66.73, 0.00' RT 0 � . . . . . . . . . . . . . . . . . .. � . . . . . . . . . AS-BUILT CERTIFICATION: FIRE HYDRANT TES . . . . . . . . . . . .:.10„x6" w I HEREBY DECLARE THAT THE HORIZONTAL AND 410 _........... STA,..10+.6.0.,.00,. 0,00 .RT.:........... ......... ..:............ _ ......... .... ....... ... ......... _.... _......... �. ...... ... 4. _..5. 410 VERTICAL LOCATIONS OF THE STORM DRAINAGE " 25: LF 10DIP WATER �� <'" " 12 k10 TEE & WATER SYSTEM SHOWN HEREON IS THE .. . . . . . . . . . 90' ELBOW . . . . . . . . . . . . . . " " 10 x6 TEE �'o . . . . . . ".DIP STA; 14+50.80, 0.o0 R RESULT OF A FIELD SURVEY PERFORMED BY . . . . . . . . . STA, .11+39..92, .0,0.0'. RT . . . . . . . . . . ' . . . . . . . . . . . . STA. 13+84.89., 0.00. RT . . . � p 0 LF 1 10" DIP WATER BAS LINE ENGINEERING, NC. . . . . �o " 2 5 fW10" DfP L �......... WATER W DATE 405 . _ ............. ......... ... ....... .... _ _....... .._....... ......... ......... .. 1............. TER,............... ..... ......... ... .... .... 2 LF 10 DIP WA _ ...... ...... 405 J E R A (!�LDRON, 36958 ............ Flo" CITY OF RENTON .... .. DIPLWATER ..... .............. . . . . . . EX . 1�0" .SEWER CROS NG S1 6" FIRE LINE . W-343501 . . . . . . . . ........... . . SEE GRADING PLAN FOR. FINAL GRADES . ....... STA..13+90.59, 0.00. .RT. :STA. 13+98.1,1, , 0,. . . RT . . . . . DATUM ELEV : 10„ IE=4p9.19 ( N,S) 400.00 AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. Call before you I- N O 0) 00 0) cV cD 17 r7 � N O O 0) U? CV O LI? Ln I� r CD CD co CD Oi o0 00 I� c0 O O O O O O o O o O O O D;g 1-800-A0A-5555 CITY OF RENTON PROFILE - WATER MAIN (A -LINE) - W 7A7rAL UNDERGROUND SERVICE (USA) Approved by: Date: SCALE: 1"_20' (V) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER— GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING U11LITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 Approved by: Date: Approved b Date: pp Y� Approved by: Date: 8 FINAL MYLARS SJD 7 23 09 JAW SURVEYED: TRIAD ASSOCIATES SCALE: SHOWN 7 AS-BUILTS SJD 5 27 09 JAW DESIGNED: JAW 6 STORM REDESIGN 06/04/08 5 MYLARS 02/11/08 DRAWN: HR ONE INCH 1-4 REVISIONS AND COMMENTS 11/07-1/08 CHECKED: AT FULL SJAW CALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE A P P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. RENTON BIBLE CHURCH 973 UNION AVE SEWER AND WATER PLAN AND PROFILE (A -LINE) -34 35cI6 a-343561 L 05/24/09 FlELDBOOK: PAGE: DRAWING NO: C-10 SHEET:OF: 1 O 14