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HomeMy WebLinkAboutWWP2703187.80 U z 0 a w w w ccn 0 a a 0 a w cc x w w J U 0 Q z 0 z w Ir 0 U O =a L) II W �< c a = W V o w 8 w m OLLry U U C.) 3 0 \� o w m Q �C14 Q a (D r` 0 w w m 0- 0- 0 W z Q 0 O � O � V) C14 w o ~ z V) z o p U Ld U7 Ld o 0 ry Q U U cr- ro w _ d U 3 cr W N � � N o Q� �o ocl- N o aw Z SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RGE 5E., W.M. SEE SHaim \8" 1E (OUT)477. 501.83 RIM 58:L?e IE +�,?-S+ (IN) 477. 494.84 8" 1E f95. (1N) e 494.74 8" 1E 090.96 (OUT) \ 1e \ \ - \ ee \V \\ 475.\.5 \\` \ �\ PAD EL. 6 70.E O 3+ x 0 e35 L. F! - 6 9.��� c, `\ PAD L.� 5 EXISTING GROUND ll ail 474 t I ` CONTOURS TYPE 1 - - - ---J� - PAD EL. 478.0 I ;l PAD EL. ! ► ; i 474.0 2+38 STEEL CASING PIPE GR-B) (0.33 INCH THICK 5 IL 465.71 NO;CONTRACTOR TO 2+1Z, 38 LF. 5 DETERMINE REQUIRED SIZE AND cb 6 1E 465.42 PAD EL. PIPE SUPPORT. PLACE SPACERS ON THE WATERLINE AND FILL THE 474.0 SLEEVE W1 TH SAND. SSMH 18A J 3+12.35, 40.50 RT - NSFORM; 5 {? SEE PROFILE RIM f7&.e_4 478.31 SHEET 30 8" 1E #;z;.46r 471.29 - ,' W / SSMH 8 ,8.2 LT 3+54.08, 75' PUBLIC SEWER 484.78RIM 48.98 6 EASEMENT .::. 470..708" 1E 4,z4-.83 (IN) 470.608" 1E 4,79.94 (OUT) PAD EL.. SSMH 9 - +43 36 L.F. 474.5 1+15.93, 3.22 LT RIM 49 9 496.99 `. I� 6 /E 465.29 64°-8" PVC 8" lE *89 88'(OUT) _ CM. CHANNEL-487.52� i SHEET 17 r i- UP W UGC TO SOU TH EX. 12" CONC. 1E 507.7 EX 12" CONC. _ lE 507.0 I� 1_I SSMH 24 1+15.59, 8.96 LT RIM &G&;X2 50a65 8" 1E 5ef:ff (OUT) 501.32 UP ;L. 1. EX. 12" CONC. lE 503.8 1 I � EX. 12" CONC. I� 1E 502.7 71-1 EX 12" CONC. �.� 1E 502.6 II _� UP W/ TRANSFORMER 1 EX. 12 " CONC. IE 504.8 EX. 12 " CONC. lE 499.3 EX. 12" CONC. 1E 498.7 EX. CB W1 TRASH RACK TOP 495.94 l2" ADS (S.) IE 492.42 z i l ETC EX. HOUSE i. EX CB TQP 497.34 ' 12" ADS (N.) ' I 492.56 12 ADS (E.) 1E 492.58 12' ADS S. IE 492.70 - -Op - z.. UP EWRLE TO BE REMOVED SEE PROFILE SS-B, . h l SHEET 23 SIDE SEWER CROSSING TABLE KEY MAP NOT TO SCALE I SCALE: 1 " = 40' 0 20 40 80 BENCHMAE&ZDA TUM: BASIS OF BEARING. HORIZ. NAD 83/91 CITY OF REN7`10N GPS CONTROL NETW*ORK HOUNNG CITY OF RENTON MONUMENTS aO.R.11851 (BASE POINT) AND C.O.R. 11852 HORIZONTAL DA7UM. HORIZONTAL NAD 83/91 VERTICAL DATUM: VERTICAL- NAVD 88 BENCHMARK.• CITY OF RENTON SURVEY CONTROL NET*VRK MONUMENT 11852 3" BRASS SURFACE MONUMENT FOUND AT THE CORNER OF NE 4774 STREE7NE 128TH ST.) AND 148TH AVE SE '78M A" SET RR SPIKE IN W. FACE OF UTIUTY POLE .8' ABOVE GRADE SE COR OF 97F EL. =484.7' 7UM "B' TOP OF 4"X4" CONC MONUMENT AT NE COI? OF SITE EL=519.13 NOTE.• LOTS 94-98 REQUIRE BACKWATER VALVES INSTALLED ON THE SIDE SEWER. P NOTE• THESE LOTS REQUIRE SEWER EJECTOR PUMPS FOR BASEMENT POWDER ROOM. SPECIFICA 77ONS SHALL BE PROVIDED DURING HOME CONSTRUCTION N07E• ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4870 UNLESS OTHERWISE 1ND/CA7ED. NO 7E• SEE SEPARA 7E WA 7ER PLAN SET FOR WA 7FR PLAN AND PROFILE INFORMA 77ON AS -CONSTRUCTED PLANS (SEE SHEET 1 FOR STA TEMENT) CQ 2005 TRIAD ASSOCIATES I TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.8448 425.821.3481 fax 800.488-0756 toll free www-triadassoc-com 0 Z t Vuj Q 1,. 00 3 � Q o v y Q ;w c o W cc V y Ir of It a. a a 0 W W � z 5 U a a e n A GERALD F. BUCK, AICP PROJECT MANAGER NICK A. Y/NGER, PLS PROJECT SURVEYOR REBECCA S CUSHMAN, PE PROJECT ENGINEER LEFFERY L. COX, ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 4114104 SCALE: HORIZ.: 1 "=40 VBRT.:N A Ok10 ��I S �GGo wAs �s a H O � 37359 �ssjoNAL������ U- 0 Ln EXPIRES: 11/15/05 J STAMP NOT VALID m� UNLESS SIGNED AND DATED �Ln 00 JOB NO. 01-159 a 4 SHEET N0. 1 OF 33 Ln cn 0 x �y s�