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HomeMy WebLinkAboutWTR2703431.10 Z m 0 W J U 0 0 I F L I NE 1/4-SEC. 19, TWP. 23 N., RGE. 5 E., W.M. o \ LO TE - 46.76 GRAPHIC SCALE o U \ NO TA 9 3 \ \, I E 4 4 .16 10 0 5 10 20 40 SEWER A a N \ \ \ REMOVE EXISTING STUB FROM EXISTING SEWER MH RELAY PIPE IN A DIFFERENT ALIGNMENT.RECHANNEL 7-6INREQUIRED INV. ELEV. NEW 6" PVC =38.53 IN FEET) ADJUST RIM TO NEW GRADE=45.35 \\ \ A 1 inch = 10 ft. �\ �,��\ 2 38LF-6" PVC SDR 35 @ 5.75% o V� ��� , Q�, �\ PIPE CROSSING 6" o CLEANOUT X1 T.O.P.=39.0tss - TE = 45.55 << < a \ \ I.E. =42.06 SD „ X2 T.O.P.=39.5t SS 4 36LF-6" PVC SDP 35 @ 2.00% I.E. =42.17 SD - Q X3 T.O.P.=41.0± W \ 6" 45° BEND \ o `� '� . ` \\ \ I ` \ < `. �/ � \\ O\ � \ ` I.E. =42.21 SD IE=41.43 �U \ \ \ \ \ 1 Y,. X4 T.O.P.=41.5f W 6 8.33LF-6" PVC SDR 35 @ 2.00% I.E. = 42.36 SD 77 6' 0 CLEANOUT \\ \ \ \ J `�� X5 T.O.P.=41.5f w TE = 45.66 J Q \ .. _, \ SDMH \' `, I.E. =42.45 SD IE=41.60, 6' \ \\ \ \\ \ < <. TE=48.08 = T DATA RIM 45.46 ��. � X6 T.O.P.=41.7f W „ WATER LEVEL=44.0 \ I.E. =42.12 sD IE = 41.74(12 W _ IE = 41.81 8" CPP N 1 REMOVE EXISTING CATCHBASIN AND \\ ( SET NEW TYPE 1 #0 S S M H v V v v v �- <<v 'y A l v IE = 41.76(8 CPP S _ - vv vvv�� v v IE = 42.11(6" PVC TE 45.38 V \V ; COC = 38..38 \ \ \ \ < n 8" PVC NW \ \ \ \ \\ ,. < \ '\ \ 2 CB TYPE I # 1 - \ \ \ IE = 41.40 12" CPP (6" PVC E) � - - \ \ \ � `� \ � \\ 14 45LF� 1" PIPE METER TO BLDG. T - 1'E - 45.10 " < 6" PVC S - - " v v v 3 v ` �`'\ IE = 41.35 12 CMP N) ( ) 3 \ \ _ 15 WALL MOUNTED P.I.V. 2a 28LF-12" H o \ \ 2 \ \ � NEW FIRE HYDRANT ASSEMBLY PER / \\ • \ \\ \ L,�\ ❑ CITY OF RENTON STD. DETAIL B102lp 3 33LF�8" HDPE @ 1.74� \ SSCO \ \ \ \ CB TYPE I # 2 WATER \ \ ��� \ \ �` E'\-_� TE = 45.12 G ^ \ o TE = 4 \ IE = 41.32(8" CPP S) Y =MENT - \ , \ �\ \, PORTION OF 5 WIDE T EPHONE ESMT. O \ '�I\ �� \ �1 �� PER REC. NO.86040707 Q NOS. v� ��� a \ v \ \1 F� E @ 0.5% �31 REMOVE EXISTING 6" `- - \ < f �, 2.5'EACH SIDE OF UNDERGROUND CONDUIT � gE-I Ld SANITARY SEWER STUB \ \ I a 0 \ \ \ �� \ C6\ CB TYPE # 3 = 44.61 W o_ 2 01 v i ��, - - IE = 42.11 8" CPP E j:.:.._ c� \ C ) \ , Cn o 4 �p \ \ -TE- 4r' IE = 42.06(8" CPP N F v v \ \ \ 7 83LF-8" HDPE @ 0.5% 6� \ µ ce E=156. 29 \ o,N S �A 2 Tan=79.76 O CB TYPE I # 4 r: < D M H - TE = 44.73 p N -- - rn 1 i IE - 41.73 8" CPP W -- 5 ` TE=52.90 = 41.44 6" PVC N ) 2a r r:- R = 318 10 5LF 6 HDPE �� �� IE-4� 20(8"\ 9 a i , .:;:...:. CONNECT BUILDING 6 \ \ r..:.::..;... IE =46.90 1 2"S \ \ 10 AREA DRAIN CANOPY DRAINS HERE • r:...: \ \ TE=44.6f P TE 45.66 \\ \\ 46.70(1 8 N E) \ IE=42.51 - - -- - -- -- ----- C� �: �� �\ C� \ IE-46.60(18"NW) _��`•' V A 11 20.5LF-6" PVC @ 1.0% ROOF DRAINS uj I I :.a..:.. >� I C. TELEPHONE \ .... \ CB T { SENTRY \ / \ 12 ROOF 45 9 DRAIN CLEANOUT FINISH FLOOR \\ Q - IE=42.67 46.10 w Z ?. \ a \ w I I WATER DATA z z o 5 I \ \ \\ J _II z Q TE = 45.46 CUT IN NEW 8"x 6" TEE (FLxFL) IE = 41.74 12 W I I CONNECT BUILDING \ \ \ ❑ J ( " ) t ROOF DOWNSPOUT HERE \ 1-6" GATE VALVE (FLxMJ) IE = 41.81(8" CPP N) I I „ -: \ \ 1 -CONC BLOCK m IE = 41.76 8" CPP S I I GM LB TYPE I 2� SLEEVES ( ) `1.=::: INTERIOR FIRE SPRINKLER \-- (MJ) " I _ `r' 7'WIDE X 8' LONG DDVCA LOCATED INSIDE 12 \ \ \I� _ ------ TE= \ . 87 \ SEE CONNECTION DETAIL ON SHT C7 IE = 42.11(6 PVC E) Q THE BUILDING. SIZED PER \ \ 2 75LF�6" D.I.P. CL 50 WATER EASEMENT \ \ �- I E= 48. S7 ❑ I ��'� '"'• FIRE SPRINKLER DESIGNER �` \ \ � c� I 1 :-': REQUIRED FOR NEW �� FIRE LINE TO BLDG. 3 m I i �`' `'� W EXT. WALL MOUNTED \ \A\ I I :1 _ FIRE HYDRANT. I I 12 13 P.I.V. \ a � 10 ,-r':' ,...:,...,. � \ \ \, ❑3 1-6" 90° BEND (MJ) 7 \ � W a I O \\ \ \ \ ® 13LF-6" D.I.P. CL 50 0 o c� 8 '�.. 14 7 \ \\ ❑5 5LF D.I.P. CL 50 8 `\\ \ \ DRY LINE TO FDC 16 00� o000 \ \ Q j WV� I n�� n0�0 \\ \\ \ \ �\ \ © 1 - 90° BEND (MJ) WATEREINE - 1 I I \\ \ N yLi < 2 i j� V / v, ❑7 65LF-D.I.P. CL 50 DRY LINE y o EASEMENT � X� s \� x4 � X5 4 \ D612001312 0 A / \ \ ® 1 90° BEND (MJ) I I o % 9%l - 1 3 �O \ / V A S 8 8 45 O 9 I \ / \ \ ❑ 4LF-D.I.P. CL 50 DRY LINE 1-FIRE DEPT. CONNECTION PER CITY OF RENTON STDS. I� I o TAP EXISTING MAIN FOR NEW 7E) \ / DOD EDETAI WATER SERVICE PER AS -BUILT CERTIFICATION: I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE STORM DRAIN 12 1 OLF- 1 4" PIPE MAIN TO METER AND UTILITY PLAN SHOWN HEREON IN BOLD IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. 13 1 4" METER PER STD. DETAIL # B107 DAKIN A. BELL, P.L.S. Nq. 37546 DAT J w p. ) 4 c < i . < e' THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY I I ; . < < < < ` 1 / ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY EITHER CHECKED F 0 R C 0 M P L I A N C E 11 < W-3431 01 I / o I I a L' <. i 1 p // zLi I U II I 0 I / w > w o w U > w w N 0 H►TC EXPRESS OR IMPLIED. TO CITY STANDARDS I I < << ' / O �� < � ' `,l% 4� � �� <t.: <I / o� �PORq ti� 0102- 04 Date I<r :e Date < `< < <. < < / N - BUSH ROED AND HITCHINGS INC. Date � ,,. <, 1; << o , , ♦ L ` I / �1 SEAL n CIVIL ENGINEERS/LAND SURVEYORS < < c <r. <� `:, < `I `<I <' <t < .< ��. < �, O / 1969 2009 MINOR AVENUE EAST < < / //� SEATTLE, WASHINGTON 98102 I �� < < LI ir(206) 323-4144 FAX (206) 323-7135 `' BR�