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HomeMy WebLinkAboutS-298901HARMSEN & SECTIC r ; 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. . NOTE. VERncAL DATUM HORIZONTAL CONTROL STA770NING ASSOCIATES INC. j NAVD 1988 BASED ALONG HARRINGTON AVE NE. ENGINEERS SURVEYORS IERS BENCHMARK: CITY OF REN TON BM #612 ,3 17614 - 162ND ST. SE ' `` v IBE NDONED POST OFFICE e0x 516 SITE BENCHMARK: ON -SITE BM IS THE I 3 MONROE, WA 98272 -0516 I I I n I w 360 -794 -7811 NORTH BOLT ON THE TOP CAP OF A FIRE I 3 W W 206- 343 -5903 HYDRANT (POINT 111009) (COORDINATES; 360 - 794 -9087 (FAX) N= 183929.9519, E = 1306909.3075) U I 8TH PL NE `` ELEVATION= 306.41 ' 7 I cl-- FLq o. TO BE RELOCATED DURING CONSTRUCTION a 0- >_ 4�� of '°rij� 6' C.L. F -- I Q 00 w 4"F= 1 = 20 CALL DIAL -A -DIG 3o LF s' D! �.... _ 3� �I w o ¢ q 0 10 20 40 AT 1- 800 -424 -5555 - :2 1 MERIDIAN: NAD '83, 1991 A MINIMUM OF 48 HOURS J I rs18�' O BEFORE CONSIRUC710N BEGINS / s I I 128 LF 10' D! — — — — -- —� I SSMH RIM= 312.47' w ��% pjp `� I \so 00 I I I IE 8" PVC OUT S= 302.5' _ �__________ 18 LF 10" DI IE 8" PVC E= 302.6' o / o 's - -- --- _-- =.D - -- ----------- - -- - - - -- -- a 50 LF 10" DI �� WATER LINE NOTE =w / 7 +00 8 +00 En ° cn O1 STA 9 +60.9, 2.5' LT © STA 3 +36.8, 25' LT // 6 'FROM B.O °o 1 -12 xlO" TAPPING SLEEVE 1- 10 "x6" TEE, FL o / -------- - - - - -- '1i 5 + = 1 -10" TAPPING GV, FLxMJ 1 -10' GV, FLxMJ � / ---- - - - - -- ----------------- - - - - -- ----- - - - - -- �s° � � - - - - - - - - - -�- - - - - - - THRUST BLOCKING 1 -FLxMJ ADAPTOR / �/ ; - 8 9 LF 10 I _ ° CONTRACTOR TO VERIFY THRUST BLOCKING o' /1 0 4 s° �• — — - - - 3' LOCA77ON & ELEV PRIOR TO STA 3 +36.8, 14.7' LT // // 0X - - - - - - - - - o WATERLINE CNSTRUCRON ® / / - - 1 1- HYDRANT ASSEMBLY / \ o 6' C.L. o`i / 80 LF 10" DI I I (2 STA 9 +10.9, 2.5' LT PER SID D71 8102 // y o Q�5 25 LF �" DI I 3 HARRINGTON AVE STA a 1-10"x6" IEE, MJxFL ® FIRE SPRINKLER CONNECTION x 5 +84.45 = WATERLINE 0 1 -TEST CONNECTION v7 ESMT STA 9 +50.91 C O P THRUST DE BLOCKING NG 3 -6" GATE VALVES FLxMJ .11 oa P 7 DI as as ❑ `� sO 3 _F.D.0 j 49 DI PT'' Z s PER DETAIL 4 C5 -2 1 -6 x6 TEE FL a r� - E 3 ( ) 1 - - - - -- - - -- - 0 1- HYDRANT ASSEMBLY 2 -6" SLEEVES MJ I + __- -- -- -- - - - - - -- s 03 STA 9 +10.y 22.' RT 1 -6 "x8° INCREASER (PExMJ) I -- r ", o j ° I FIELD EARLY E'' (� a' THRUST BLOCK r I " 2 I COMPLE110N c PER STD D71 8102 ®6" SPRINKLER STUB 54 LF 6" DI I C5 -1 ® STA 8 +30.2, 0.0' LT CAP AND MARK m 1 -45 BEND, MJ VERIFY LOCA110N &' I I 15 UTILITY REPAIR SIDEWALK AS THRUST BLOCKING ELEVATION WITH EASEMENT, TYP. 55 LF 4" DI I I I CONNECTI0N �I G STA 8+11.9, 0.0' LT MECHANICAL DRAWINGS I j! I i -_ - - -- _ ° a 1 -45' BEND, MJ ® 4" WATER STUB CAP AND MARK I I I IJ THRUST BLOCKING I 128 LF 10" DI VERIFY LOCA110N & ELEVA110N I I I o z WITH MECHANICAL DRAWINGS I I o a © STA 6 +84.3, 0.0' LT PROVIDE FIT71NGS AS REQUIRED I I I 1 m I + � IC� 1- 10 °x6" TEE, FL FOR CONNECT7ON I a 1 -10" GV, FLxMJ I I I I 3 y ° 1 -FLxMJ ADAPTOR ®SAWCUT &PATCH PER I I z 774RUST BLOCKING S7D DTL H032A I I o I I I � VDED (2 STA 6 +84.3, 30.5' LT NOTE: THRUST BLOCKING I I FFE 304.0 I 3 pmmk o �0 1- HYDRANT ASSEMBLY SHALL BE PER STD DTL o BY N W€ PER STD DTL 8102 B085 ON SHEET C9 -1 �ELD EARLY I IC z u o zs I i OMPLETION ° 3 - $y �� <4 STA 6 +75.6, o.o' LT SEWER LINE_ NOTES I i I ' 8Y 1,1roy 6I�% 1 -45' BEND, MJ D1 I -- -- -- - -- - �7 SSMH #2 TYPE 11 -54" THRUST BLOCKING STA 3 +51.9, 215.7' LT I I i o Q9 STA 6 +04.7, 0.0' LT RIM= AT GRADE (302.40) 1 -45' BEND, MJ IE 8" OUT 297.70 I o 5-298pol THRUST BLOCKING IE 6" IN 297.80 o STA 4 +76.4, 0.0' LT PER STD DTL 8072 1 -45' BEND, 'MJxFL, ® 6" 'S1UB 16 s 1 -22.5' BEND, FLxMJ o" THRUST BLOCKING CAP & MARK STA 3 +65.4, 167.8' LT 0 0 0 a 11 STA 3 +85.1, 0.0' LT IE 6" 298.50 'i ��� LF 10" DI a 1 -45' BEND, MJxFL VERIFY LOCATION OF CONNECTION N¢ 1- 11.25' BEND, F_IxMJ K11H MECHANICAL PLANS Q. a ° THRUST BLOCKING ` 1 Al ,\� v W I W W. w 1 J� ��. �. \ `\ xOO PI am N � � 3 4 STING WA R R STA 7 +21.5, 26.0' LT ! 47 LF 10" DI I 1 I D I TO BE REMO D& 3 1- 8" X 6" TEE MJ x FL) 1 1 O I I1 - 8" PLUG R TURNED T 1 1 1 I ° 3 w A TER CUT CAP F s TH EXISTIN 0- TE 3 STA 7 +21.5, 26.0' LT I - - - -- 0 3 122 W TER MAIN 1- HYDRANT ASSEMBLY , ------ PER STD DTL B102 m Z3 ° -3 CUT & CAP n J 1 r I ' I 50 LF 6" PVC (PRIVATE SEWER) o D 3 c)3 W IS RNMAIN TO \ , 1 II S = 0.020 FT /FT s N I BE NDONED I, D KEY PLAN a n I I 31 12 6" 1 I 1 1 v I SCALE: 1 "= 200' W W -- - - - -�- - --- - - - - -- -- - -I- - -- MA:TCHLINE SEE 1105-1 - �-- - - - - -- ------- - - - - -- m 8TH PL NE' i 1 SEWER & WA TER PLAN 2 ADDI ION L FI E' HYDRANT PLAN SCALE: 1" 20''© SCALE: '1n = 20` wp- ij�jy�9 WTR_!7' a989 SCANNED SEP 1 2002 C �� �9s jo/ C - -- y'pvo/ s ® ,