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HomeMy WebLinkAboutS-2989044 1 t o� eq L)c � w7. z7. z A� W -o l r � < 0 z Eli O °z p r N I M MSEN & SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M ao $� NOTE: 0 VERACAt DA 7UM HORIZONTAL CONTROL STATIONING ASSOCIATES INC. NAVD 1988 BASED ALONG HARRINGTON AVE NE. 110WEERS SURWYORS PLANN S BENCHMARK: CITY OF RENTON BM 11612 17614 - 162ND ST. SE '- POST OFFICE 272 516 SITE BENCHMARK: ON -SITE BM IS THE MONROE, WA 98272 -0516 JO 360- 794 -7811 NORTH BOLT ON THE TOP CAP OF A FIRE h 206- 343 -5903 HYDRANT (POINT 111009) (COORDINATES; 360 - 794 -9087 (FAX) z N= 183929.9519, E=1306909-3075) U) ELEVA710N= 306.41' -5'h ' >_ ,tiv tea. TO BE RELOCATED DURING CONSTRUCTION r T 7 zw °�q F's '� - 2° CALL DIAL —A —DIG 30 LF 6' D►_ w o Q 0 10 20 40 AT 1 -800- 424 -5555 gh W OI A33745 MERIDIAN: NA.D 183, 1991 A MMAMUM OF 48 HOURS CO _ - e - - _. iVS7iiUCTiQM BEG (Trn) 128 LF 10' DI 7.5' I sO U) Of r= - ° n� WA TER LINE NOTES y _ _ -_ -I__" -- - - - -- 18 LF 10' DI ° / 7 +00 127.58' 8+1x bai \ 15' O g cwn G1 STA 9 +60.9, 25' LT © STA 3+36.8, 25' LT /// 2 o�j /� 6 '191 �s CD 1 -12 x10' TAPPING SLEEVE 1- 10'x6' TEF- FL - -- – _- - - - - -- / - - - - - -- = 1 -10' TAPPING GV, FLxMJ 1 -10' GV, FLAVJ �f / ` --- - ----- -------------------- - --- -- ------ -------- -- -- Sb�'- THRUST BLOCKING 1 –FLxMJ ADAPTOR = i 9 LF 10 I CONTRACTOR TO VERIFY THRUST BLOCKING ;" o/ - ° 4SO S885s3oE LOCA77ON & ELEV PRIOR 70 N ax 50 LF 10" WATERLINE CONSTRUCTION ktg STA 3 +36.8, 14.7 LT -- 1– HYDRANT ASSEMBLY f� -- - - - - -- i 80 LF 10" 1 STA 9 +10.9, 2.5' LT PER STD D7L B102 2 LF 16' 1-107W TEE. MJxFL So STA 5 +40.Z 15.0' RT 0 �'' Z s ELK N � PETEST CONNEC 5-2 PER DETAIL 4/C5-2 FIRE SPRINKLER CONNEC71ON V °y 1 71 L i DI �" o \ y O o TO BE REMC THRUST BLOCKING i -6'x6' TEE (FL) I oo /; P ' na ��s °S as'- -- - - -- as [–+ 3 Z " 3Q STA 9 +10.9, 22 3' RT 3 -6' GATE VALVES (FLxMJ) 2 -6' SLEEVES MJ () + 1 I i � I I �4 CL 1– HYDRANT ASSEMBLY PER STD D7L B102 1 -6'x8' INCREASER (PExMJ) I I i I % o e R Z I a 4 STA 8 +30.2, 0.0' LT Q THRUST BLOCK _ 1U6 ®CAP i f I _ -_ _ - C5– I --- 54 LF 6' DI ° I ' 1 -45' BEND, MJ AND MARK 1 i 15 UTILITY ---- - - - - -� 55 LF 4' DI I THRUST BLOCKING VERIFY LOCA77ON & I I I 1 % EASEMENT, TYP. ?, 91 0 ® STA 8 +11.9 0.0' LT ELEVATION M7H I I I -- a 1 -45' BEND, MJ THRUST BLOCKING © STA 6+84.3, 0.0' LT 1-107W TEE, FL 1 -10' GV; FLxMJ MECHANICAL DRAWINGS ® 4' WATER STUB CAP AND MARK VERIFY LOCA77ON & ELEVA71ON MTH MECHANICAL DRAWINGS PROWDE FITTINGS AS REQUIRED FOR CONNEC7101V I I i I I i 128 LF 10" Dl I ' I ' I I - I $a 11 0 g 1 -FLxMJ ADAPTOR THRUST BLOCKING U7 STA 6 +84.3, 30.5' LT ® SAWCUT & PATCH PER S7D D7L H032A I I I i i i % 8 I % I FFE -3O4 0 I a 1- HYDRANT ASSEMBLY NOTE: THRUST BLOCKING N PER STD D7L. B102 SHALL BE PER SID D7L EARLY STA LT B085 ON SHEET C9 -1 f OMPIMN r, I W Pu Co 56BEND MJ THRUST BLOCKING 09 STA 6+04 7, 0 -0' LT SEWER LINE NOTES III Q SSMH 12 TYPE 11 -54' STA 3 +51.9, 215.7' LT i I I I °o I o 1 -45' BEND, MJ RIM= AT GRADE (302.40) I THRUST BLOCKING IE 8' OUT 29270 I 1 2 ® STA 4+76.4, 0.0' LT ' IE 6' IN 29Z80 ( i ° ryry��� 1 -45' BEND, M.,ScFI PER S7D D7L B072 1 ` S° o ,° a iLl Q 1 -22.5' BEND, FLxMJ THRUST BLOCKING 1© STA 3 0.0' LT ® 6" STUB CAP &MARK STA 3 167.8' LT '' �` ��` L LF 10" DI • - - 0 0 0 < +85.1, 1 -45' BEND, MJxFL +65.4, IE 6' 298 -50 Is s i o 1- 11.25' BEND, FLxMJ VERIFY LOCATION OF CONNECTION THRUST BLOCKING WITH MECHANICAL PLANS 4x00 �a a pf I 7 +21.5, 26.0' LT ELK N � 3 'I 1 - 8"X6" TEE (MJ x FL) Ill 1 1 - 8" PLUG STING WA STA 7 +21.5, 26.0' LT w T 11- l N I TO BE REMC °'- ' - CUT & CAP R TURNED 7 a w A CUT " S 7HF EXISTIN( K F fY } z WATER MAIN � a W m � I 7 +21.5, 26.0' LT ELK N � 3 'I 1 - 8"X6" TEE (MJ x FL) Ill 1 1 - 8" PLUG i STA 7 +21.5, 26.0' LT w T 11- l N I I HYDRANT ASSEMBLY I i PER STD DTL B102 °'- ' - CUT & CAP z IS71NG 8' MAIN TO IBE ° j N T NDONED zi�w. m :�r:�:��►��a SCALE: 1- = 20' SRI �s i i 3 jBE NDONED _ i I -I3 Q � 3 W W III 8TH PL NE n I SSMH RIM= 312.47' o IE 8" PVC OUT S= 302 -5' DI GAP I I IE 8" PVC E= 302 -6' GO o 3 I m p DI + . o I 1 a HARRINGTON AVE STA o XDI 5 +84.45 = WATERLINE ESMT 49 I N STA 9 +50.91 f2' COVER OVER TOP o I 0 n OF EX. 6' PIPE n i t o ° Z IIn D ° � o Z I I IvJ � 3 � I7. III I�z I I � 3 +1 o iI � IV I11. REPAIR SIDEWALK AS REQUIRED FOR CONNEC77ON 8' PIPE CROSSING BELOW EXISTING 12" WATER. f2.4' COVER OVER EX. 12" WATER. 1 -8" GATE VALVE (MJ) KEY PLAN SCALE: 1" = 200' C#V - 50 LF 6' PVC o ° z RECORD DRAINING { (PRIVATE SEWER) op i S = 0.020 FTIFT AS -BUILT RECORD ORAIMNG � PREPARED BY t`-dL SttL', e 12 L 6" -- - _ - _ -- _ –li L _ FIELD WORK COMPLETED - MA TCHL I NE SEE 1 /C5 -1 �—� THESE ASBUILTS.WERE PREPARED. USING GENERALLY ACCEPTED SURVEY STANDARDS ri"� SEWER & WATER PLAN c _o SCALE: I- = 20. r 19 .3' PR 1 SCA14NEDpWR 29 A-a.