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HomeMy WebLinkAboutWWP2703187.7W 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. 0 U 6 Z m 0 w a N Ir LU CL 0 0 a w cc x z 0 z z 0 z LLI Of L� O V Q Inry z 0 >- 0 Q z Q to V) Ld 0 J J (1) ::) U =) U Z r W o Z o Q f c U � ;Ld e 0 mILL] V m �iLd Z�cl) (L icr°dcr CL � V) In o Q 3 11 1 �Q N N Q 0 V) LL1 LL.I m a 0 w J 0 Q � o a \ Q o rn V) N w z p O U Ld (n W E� O ry N U �s O Q W N 0) n- N N O Q � 0 N � a. W Z SSMH 16 6 36.95, 5.85 LT 460.99 RIM oeae3 OUTSIDE DROP 452.98 8 "i IE 05A 89 (IN) 44311 101" !E #4:98 (IN) fir}' 44101 10" !E 44f-$8 (OUT) t IPA D EL. 47 455.0 PAD': £L. 458.10 i � I I 1.+61.99, 9.52. RT ....1.. 4582O R/M 4669-Pg I �, 442.75 10" IE 44A;z! (IN) ); 442.65 10" IE 44AS! (OUT) I I I� I 46 ' 1+96 18 L.F. PAD EL. 459:5 6 !E 454.50 1 r I 1 I I I 45 f i I PAD EL. 459.0 6+ IE ` 454.00 I i!I ir I I;I 2+84 19 L. F. l:` 44 6" !E 453.00 �r-------------- -- PAD EL. 1 I I c f 1 I i 3+23 18 'L. F, I ; 43 6 1E 452.501 PAD EL. 457.5 II II � II ) I r I 1 1 3+59 19 LF. SSMH 10 1 1 1 3+93.97, 4.79 RT 45ZJ9 RIM 46A60 � 441.85 10" lE 4 0. 9; (IN) r: 42 441.75 10" !E 44f.Of (OUT) 1 PAD EL. 457.0 1 1 1 I i 41 4+19 19 L.F. 1 I PAD EL. 456.5 6 !E 451. i i ---------- 20'-20" STEEL CASING PIPE GR-B 0.33 INCH THICK NON -COATED). CONTRACTOR TO DETERMINE REQUIRED SIZE AND PIPE SUPPORT. PLACE SPACERS ON THE SEWERLINE AND FILL THE SLEEVE KITH SAND. SEE PROFILE SSMH 18A SHEET 30 , 3+12.35, 40.50 RT I . I 64'-.8" PVC f 1 < R!M #i 8-8f 47&31 BHP MH 18 1 8" !E +jzt-35 (IN) 471.29 = IJ+54.08, 8.22 LT -X. HOUSE 15' PUBLIC SEWER, RIM, 08 0. 98 48t ,18 EASEMENT 8" lE 4;4.e3 (IN) :470.70 SSMH 9 t 8" IE 0,4994 (OUT)470.60 ( TRACT C 18+60.75, 16.00 RT 1 1 +43, 36 L.F. RIMS , 496.99 6 /F 464.11 (SEE PROFILE. SHEFT 9.5) n" rc 1nrir) UNDER GROUNDPOWER LINE EAST AND WEST NORTHEAST (TO BE RELOCATED UNDERGROUND) (TO BE RELOCATED UNDERGROUND) 3+43, 14 L.F. 6 /E 462.00 � f E BENCHMARK/D� A TUM: BASIS OF BEARING: HOR(Z. MAD 83/91 CITY OF RENTON GPS CONTROL NET1OOiRK HOLDING CITY OF RENTON MONUMENTS C O.R. j1851 (BASE POINT) AND C.O.R. 07852 HORIZONTAL DA7UM: HORIZONTAL NAD 83/91 VER77CAL DATUM: VER77CAL- NAM 88 BENCHMARK: aTY OF RENTON SURVEY CON7ROL NET*VW MONUMENT 11852 3" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 47H SMEE7('SE 1287H ST.) AND 1487H AVE SE 018M A" SET RR SPIKE IN W. FACE OF U71UTY POLE .8' ABOVE GRADE SE COR OF S17E EL-484.7' TOM "B" TOP OF 4"X4" CONIC MONUMENT AT NE CAR OF 97F EL-519.13 SIDE SEWER CROSSING TABLE S LOT / TOP 6" SS BOTT. 8" WA CLEARANCE LOT 31 450.84 452.87 2.OX LOT 30 451.42 453.38 1.96' LOT 29 456.43 458.17 1.74' _KING CO_UN_TY Cl _ TY OF REN TON I� � r r KEY MAP NOT TO SCALE I SCALE: 1" = 40' 0 20 40 80 5-,9,1 7141 NOTE• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4870 UNLESS OTHERWISE INDICATED. VOTE. • SEE SEPARA 7E WA TER PLAN SET FOR WA TER PLAN AND PROFILE INFORMA 710N A S-CONSTRUCTED PLANS (SEE SHEET 1 FOR STA TEMENT) TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481fax 800.488.0756 toll free www.triadassoc.com Z CID Z� ti U Q � U y Q Q � 2w coo W Qc V U ¢ K w W W z j a a Q GERALD F. BUCK, AICP PROJECT MANAGER NICK A. MCER, PLS PROJECT SURVEYOR REBECCA S. CUSHMAN, PE PROJECT ENGINEER XFFERY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: HOZZ.: 1 "--40' VERT.:N/A \1 °k10 �GGo w f` 1 a � z x 37359 W�V i5'j ONAL������ EXPIRES, 11/15/05 U- 0 In STAMP NOT VALID UNLESS SIGNED AND DATED � � 00 JOB N0. 01-159 I m SHEET N0. 170E 33 cn En m x �Ix o� 02005 TRIAD ASSOCIATES I I I I I ;ApAmtEa MAY 012( f , 3 :5� , 18 ;r1c