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HomeMy WebLinkAboutWTR2703226.6SW 1/4v NW 1/4, SECTIOO 17 & SE 1/4, NE 1/4, SECTION 18, TOWNSHIP 23 N� RANGE 5 Ey W.M. GRAPHIC SCALE 20 0 10 20 40 I I I I i- IN FEET CO ?STORY HSE. # 110 1 inch 20 feet T FIN FLOOR=42,2 0D lr� 1 Ui U-) W11 BASEMENT Ta r7 � I I V) C14 STORY HSE. # 116 0 FIN FLOOR=41.9 M _j 00 W/ BASEMENT Or < cf) I (7i If If it < 0 L'j CONTRACTOR TO POTHOLE AND 0 0134'' ra 0ul It LC) < 0 _j Zr) L) L I U VERIFY LOCATION AND ELEVATION Q0 T [SO _j 00 w ly -;t 0 0 0 0 7 LU LIJI LI C.) 0 0 _j M 3 9. QL� (vE VERIFY FY�J,," 0 3� OF EXIST. UTILITIES. CONTACT (3 Q < �0 co to X _j M WILLIAMSAVE. S. ENGINEER IF CON17LICT W/ NEW 0 3: E 35,tfN— TIFY) 'm- - - \// w " _(W i M L� M V) 0 00 00,11 GRASS E k.50 (8" GONG W) c' M Uj WATER MAIN (TYP.) "4 :"w REMOVE ABANDON EXIST. 8" WATER U0 :PICK BLD& # 124 11 C PREVIOUS BLOT. PLUG & 0 0 MAIN AFTER ALL EXISTING REMOVE NDSALVA I VALVE BOX �N FLOOR=39.8 GE BLOCK 07F 777- DEMOLISHED YA1, __1 �. NO BASEMENT WATERS ARE TRANSFERRED CROSS _K P �RASS EAST. FIR HYDRANT BY CITY. DEC 8, Ix-, 15+60±, 10 RT CONIC, LfGP REMOVE 12 C U) 10 —I �_- � 15 LF-1 D 4JGP/T/TV ------ e w I _­ -1 '�VALVE BOX CONNECT TO EXIST. 12" D.I. —,UGP I 10- DEq ��GP/T/7`V7 SEE CONNECTION DETAIL, SHT. 3 LU F, CL. 52 RJ W _.EQ 44 Llop — SD UGP vi SD M — Uj �w n I la-UGT- "7 R� ��=tJTTCR, ---------- ��L__ z 438 LF— 12" D.I. CL. 5�' SD S[) SD — W 12"DEC, 20+00 8'DEC. M G SP M M X 86 LF-12" D.I. CL. 52 M_ 19+00 -- — ---- 37 Lr— as D�Eas 12" A RR Ex. 0- _�21 RJ Y __r _ss— 17 00 _j C�. ef% DI 15+00 N01'29'��_ T I4r' M ss ss 911. 7 5' 3: 3: SS-- '�s — ____ 16 00,* 0 G ----------------------------- ss 12" STW HP G_ G REMOVE 15+00 G VALVE BOX CL -Tnn EX. 8" D.I. FIRE STUBG ss ss GP 0 12" CIE --------- G 17P 3A T sl 1 /_70 0 �E IrV 12" Ell TO MCLENDON'S. P G con 19 --- T2 DE 107 DEC 4" DEACTIVE UGP/ T/TV R Bg &g Gu R UGP U z U�P ASPHALT ROADWAY 'jGP DEC '!�1—UvGP7//TV=� L3GP/T/TV P 00 CIO n CLi 1� 0? 11� M 00 00 8" SD IE 36.53± P 77 _____7_ CIP CONC, WALK JT rx/77///// /77777/7/ Ld CONC. BLDG 11 If # 12" WA CROWN 34.7± FIN FLOOR=40. X INSTALL:" 16+12, 9' RT TEE NO BASEMENT MCLENDONS HARDWARE 22' RT (HYD 1 —12"x8" TEE, MJxFL STORE FIN FLOOR=40 4 xFL 1-8" GATE VALVE, FLxMJ 1-12"x6" TEE, RJ Lu 1-6" GATE VALVE, FLxMj 1-8ci " DI SPOOL LENGTH AS RFQ'n i - I) r­r\vI­U1>[1U Olumm SEE SHEET C1.2 BRICK BLDr :2_1 M < U) # = co C_�> I IPL I FIN FLOOi�' NO BASES CIO 11 -1 k I V 3 8.8 7 IE 37.09 C-4 1—FIRE HYDRANT ASSY. 1—THRUST BLOCK <--L V) IVHdc, RECONNECT TO EXISTING 1-6" D.I. SPOOL CIO cc 0 __j fn InU L�J ki-I < > 1 FIRE SPRINKLER STUB. —THRUST BLOCK I M I f POTHOLE UTILITIES IN THIS AREA �� ,,, �T ,�^ I j t TO VERIFY DEPTH AND LOCATION. M. PE DF WA WAS ............ ... a Al 0 "r before you Dtg• 21792 16067 ONAL IONAL 11 8 0 4:2 4 -'5'" 5' 5'5 UNDERGROUND SERVICE (USA) EXPIRES 3/19/07 EXPIRES 07/20/06 SURVEYED: SCAU: VERTICAL: NAVD 1988 Engineering Plannina Surveying DESIGNED: 1"=20'-O" HORIZONTAL: NAD 1983/1991 CITY OF WATER MAIN REPLACEMENT Penhalleaon Associates Consulting Engineers, Inc. 3 PERMIT RESUBMITTAL FPH 3/3/05 JMB FIELDBOOK: 2 PERMIT RESUBMITTAL — DRAWN: WILLIAMS AVENUE S. PAGE: 750 Sixth Street South Kirkland, WA 980313 www.pcceengrs.com is 2/14/05 DBH RENTON PH: (425) 827-2014 1-800-945-8408 FAX: (425) 827-5043 1 PERMIT RESUBM17AL is • 1/10/05 DBH CHECKED: . ONE INCH DATUM S. 2 N D STREET TO S. RIVERSIDE DRIVE DRAWING NO: Kirkland • Seattle AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH PLAN AND PROFILE C3.1 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Gregg Zimmerman P.E., Administrator SHEET: OF: 4 2 SCANNED APR 2 2 �'