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HomeMy WebLinkAboutWTR2703435.2 (2)A PORTION OF THE NE 1/4 SECTION 9, TOWNSW 23 NORTH, RANGE 5 EAST, W.M. KING COUNTY, RENTON, WA. tM T 1 0 S U U w J m m z O F- z w Cc SLOPE/SIDEWALK EASEMENT 7107270563 STA. 20+00.00, 0.00' RT APN SINGLE 06 501LY071E0SIDENCE =10+00.00, 0.00' RT (A -LINE) 10' X 20' EASEMENT 1-90' ELBOW - MJxMJ 9 1-BLOW-OFF 306250362 W/CONCRETE THRUST BLOCKING SINGLE FAMILY RESIDENCE 0 10 20 40 SOAPING SCALE 1"=20' BENCH&AARK LS, B.M. - S.E. COR. 12' WIDE CONC. PORCH � RENTON BIBLE CHURCH W. SIDE UNION AVE. O N.E. 10TH ST. ELEV.: 419.62 B.M. - S.W. COR. 10' WIDE CONC. DRIVEWAY OF HOUSE #4100 NE 10TH ST. (HOUSE AT THE N.E. COR. OF UNION AVE N.E. AND NE 10TH ST.) ELEV. 417.19 VERTICAL DATUM U.S.C. do G.S. MERIDIAN: BRENTWOOD DN. 2 GEm"RAL NOTES 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED HEREON. 2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED 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 NOT SHOWN FOR CLARITY, SEE PAVING PLAN. *m cunm uNOEwaroum um" LINES. IT'S comy. Cal Wore you Dig 1-800-424-5555 UNDERGROUND SERVICE (USA) NOTE' 7�STTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER GROUIND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN MI THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 TELEPHONE CABIE 10' WE EASEMENT SINGLE FAMILY RESIDENCE APN 106150-0730 APN 106150-0720 N88' 48' 04. 5"W 425.26' 76122aoaes PHONE CABLE RISER g 21 +00 w wLs. PAY LINE w w 233 LF 10jDIP WATER ------ 22+00 w 0 2' HIGH ROCK (LS.) STA. 22+33.05, 0. R (Ls.) (LS.) 10' WATER EASEMENT 1-45' BEND - JxMJ / a LS. (PUBLIC) l � (LS. W/CONCRETE THRUST BLOCKING / / _ 13 LF 10" DIP WATER � I 0 0 + SINGLE FAMILY RESIDENCE Z Z O Z" INTX. STA. 3+50.17, 0.00' LT SAWCUT LINE � t 23+00 w -— w 69 LF 10" DIP WATER I -------_j ° STA. 22+46.25, 0.00' RT SEE SHEET C-9 FOR CONTINUATION 1-45,BEND - MJxMJ W/CONCRETE THRUST BLOCKING BUILDING (LS.) FIN FLR. 422.50 EXISTING 3/4" WATER METER BUILDING TO BE REUSED AS IRRIGATION o 0 FIN FLR. 420.00 SSCO 2 ,+ 1 2 STA. 22+50.31, 35.43' RT (Ls) RIM=419f, IE=411.5f C-1�C- CONTRACTOR SHALL FIELD LOCATE EXISTING INVERT En EXISTING 6" SEWER (n SEE SHEET C-9 FOR CONTINUATION 25.12 1 STA. 23+14.01, 0.00' RT CONTRACTOR SHALL FIELD LOCATE EXISTING WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO EXISTING WATER MAIN COMPLETE WITH: 1-12"x10" TAPPING CROSS - MJxFL 1-10" GATE VALVE - FLxMJ (E), CONCRETE THRUST BLOCKING 1 4 SEE CONNECTION DETAILS �C- PROPOSED 1" SERVICE WATER METER SINGLE FAMILY RESIDENCE 435:..............................:...............................:..............................._.....................---------_------------------............:...............................:...............................:....------....................................................................................:............----------------...:............................................---------------- 435 ............................................................._............................................................................................:...........................................................................................................................--........................................................................................................--------......... 430 430 ............:......... :.....:... =:............:............:.....:.....------..:.........------ - - - -.. :....... :... �. ..�:...... JFINISH GRADE O WATER PIPE -- - - -... .. .. :... ........ ....:.......... �................................................................................................... .....�....... 425:..............................----- ---- z �......z. c! ...... $...z-8..........: 425 EXISTING GRADE O WATER PIPE CE : - w o - 6.:. .. ....... ..... .... ... . .:......... . . .:. . . ...... . ...:... . . . . . . . . .:.............:. . . . . .. .....:.......... . . .:. . . . . .......=...... . . . .o .. oo.. :. o. .00 . . . : . . .. . . . . . . . . . . . .. . . .. . . . . . . . . . . . .. . . . . •. . . . . . . . . . . . ........ :. . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .:. . . . . . . . . . sr-. ME. coo. ..II.m ern. .moo . . . ........ 3'_ MIN .............. ............................:........................ - ........ .+ �+ �+ �+ c>r+ a o CN COVER : : icy cn N �- `� -c (n 420 = _:...............................:..........:..............................:-•-•---------................._......-----------......--------:............................. .....�. d......� d.......Q.........: 420 : : : w.Q 52 ..._ ..... ............ ..: 90' ELBOW _ _ STA. 20+00.00, 0.00 RT = = 3' MIN — — — — ...... = �233IF40-pr. -------------- =STA: 10+00.'UO Q.00'• RT (A 'LINE) ... . . . . ........... . . . . . .... ... .. .COVER :..... ......................:........................::....:...............................:...............................:..............................:...............................:...............:...............` ...............:.......................... ..........:.............. .. :.. ...... ............... ....................: 415 415 . ... ................ L........................ ...... ...... .:. .. .' . ... . . 1 . : : :50 ....BEND ( - - - 12"X10: TAPPING CROSS = :... = :............ :.:............:.............:........... TA 22 3 5 S +3 .0 , 0.00' RT = STA..23+14.01, 0.00' RT ............:... .. .. - - - - ..........:. ..... - ........ .... - - - ....... .. ......... .:..... -13 LF 10" DIP WATER. .. .. .... <i � . ../1 . .� . .5� - - - -�- ...... • os 3...:...5 4'.5.. ........... ...................................:..............................................................:. ................... ............. . :. . 45.. -BEND ..................... . 410 :..............................................................................................:...............................:.-o......i .. j. : 410 ..... .:. . . . . . . . .. ..:.STA.... 4. . .... RT . ...... . ............: v 22LF 10 DIP 10" DIP WATER � . . ... . .......... .. ..... . . . . . . ... ........ . . ... . .............. . . . . . . . . . ... . . . ...... . . ... . . . . . . . ....:•16 • LF .10" -DIP- WATER- . . . . . . . ...... .. . . - .y 3 L WATER ..............................................------..................:.............:. ....:........ .:....-- :. .�. -1�0"DIP .. 5 �LF : DIP'WATER • : . . . . . . . . . . . . . - - - - - . .:. .:. . . . . . . . .:. . . . . . .:. . . - - - - - - • . :. :......:...... :. :............ : : : ..............................:.......................:................---------------:....................................................................................----......: :.............................. =..............:.....--------..................:................... ........... =........ ............................................ -...... .: 405 : 12 MIN. VERTICAL : 405 = :........:.....: :.........:..--------------= ......:............:..S :... :........: SEPARATION* EXISTING- GRADE:- O PPE - 11 LF 10" DIP WATER : ................................................... FINISH GRADE O PIPE ............ ........... :............:.... ................ ....... nATrru 1G7T PV 405.00 tr: Lr n r-^ 00m �� r7M 00co r7M O� tof A cV N (VN N �- (VN N o N cVN Orn O;ai 0im o0 0000 r� �r 00 r- (6 r co c6 *-- 20+00 CITY O RENTON Approved by:C Date: 41(( 10 Approved by: Date: 2 0 Approved by: Approved by: Date: Date: 20+50 21 +00 21 +50 22+00 PROFLE - WATER MAIN (B-LINE)_ SCALE: 1 "=20' (H) 1 "= 5' (V) 5 t1YLARS 4 WQ FACILITY REVISION 3 CITY OF RENTON COMMENTS 2 CITY OF RENTON COMMENTS 1 CITY OF RENTON COMMENTS N0. REVISION 02/11 /08 01 /30/06 01/23/08 11/27/07 BY I DATE SUPRAM TRIAD ASSOCIATES DENGIMM SHOWN JAW DRON: HR ONE NCH JAW AT SAL MU Nor Ow "m AP P R AMMM. 9CM E ACCORNWY 22+50 -"mIm HOMOWAL: NO , n3/l st, DATUM 23+00 WATER LINE KEY NOTES O 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 22+62.36, 0.00' RT. O 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 22+73.51, 0.00' RT. O3 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 22+84.51, 0.00' RT. ® 22.5' BEND W/CONCRETE THRUST BLOCKING STA. 22+89.51, 0.00' RT. 0 45' BEND W/CONCRETE THRUST BLOCKING STA. 23+ 10.95, 0.00' RT. W-343502 ORCITY OF RENTON BIBLE CHURCH 973 UNION AVE RENTON Planning/Building/Public Works Dept. SEWER AND WATER PLAN AND PROFILE (B-LINE) >iimIiiiiiss 6-m- 02/ 11 /08 C ' W •34 )S02,