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HomeMy WebLinkAboutS-051311BENCH MARK CHISLED SQUARE AT BACK OF WALK AT NE QUADRANT INT. OF N. BROOKS AND FACTORY ELEV. 37.04 6 1 -5 -96 1 -8 -96 1 -10 -96 3.0o s" PVC s.00 s "PVC 3.00 Y" & CLEANOUT GARDEN AVENUE N ELEV. 29.50 CONNECTION ELEV. 29.14 CONNECTION ELEV. 29.80 1 -9 -96 6" PVC 11.00 ELEV. 28.98 TEE ELEV. 29.02 TEE ELEV. 2938 6"PVC 5.80 CONNECTION ELEV. 30.81 10 +14 TEE LT 10 +24 TEE LT 11 +21 CONNECTION ELEV. 30.39 TEE ELEV. 30.25 PK TEE ELEV. 30.14 TEE LT 13 +55 N 3681.76 231 GARDEN AVE N T LT 13 +35 1- E 4710.47 w o co 227 GARDEN AVE N 223 GARDEN VE N 217 GARDEN AVE N 215 GARDEN AVE N 211 GARDEN AVE N LL p zo� W ° J + n = o w LLJ 10 11 12 u� SSMH 54" Q F 5 g 7 i 8 ; 1 -8 -96 9 1 1 -9 -96 CB TYPE I EIM30 31 7N 8" � cn w 1 -5 -96 fi PVC 4.00 6"PVC 2.30 RIM .6, - z IE 30.31 S 8" w 6" PVC 3.00 " 1 -8 -96 IE 30.6 N 12 CONNECTION ELEV. 29.62 G PVC 4.00 CONNECTION ELEV. 29. CONNECTION ELEV. 30.5 IE 30.6 S 12" N o0 RIM 34.63 TEE ELEV. 29.66 TEE ELEV. 29.85 < TEE ELEV. 29.14 CONNECTION ELEV. 30.0 BOT 29 0 3 :D00 TEE LT 10 +44 IE 29.17 N TEE ELEV. 29.46 TEE LT 12 +06 TEE LT 12 +51 _ _ _ _ _ _ IE 29'17 S TEE LT 11 +56 END CB TYPE I E D 12 +21' RIM 35.00 13 +38 O IK END 1 -8 -9 IE 31.98 W 8" 1 -g 96 12 0 2ND ST z 3 CB TYPE II 48" 1 l,'2 10 +85 REMOVE REPLACE IE 32.00 S 12" RIM 35.79 GARDEN VE N 1 -5 -9 GRAS EX. ALLE PAVE ENT INS ALL NEW SEWE BOT 30.4 a IE 29.94 N 12" CE, CLEAN OUT AT A EY REMOVE &REPLACE a IE 29.24 S 12" STA 10 +85 _ m IE 28.44 E 8" GRASS NEW 54" 4 H #E -6 R/ MARGIN FO EXIST. 8" SD & CB' HOUS 0 V) 0 2 IE 28.29 W 8" HOUSE „ RE ONSTRUCTE 4' CEDAR GRASS AS REQUIRED m m CB BOT 27.8 B ST 32 06 FENCE SHRUBS CB SID SEWER 6' CEDAR w DMH [5", CL ,:� GR. DR. RIM 3 r.7 GR. FENCE ~ RI 1 R TIES 5. L IE W 6 1 1 © 1 1 GRASS 29.32 E. 10 00 - 1 + 1 N 0077'07' E - PVC S S PK8„ N _J682 75 1 - -- - W _ _ 1 G 1 _ Z tG 2' E 4399.38 w N N W SD oD 4" SIDE ELEV 36.12 0 00 ¢ a ¢ GARAGE ASPHALT �� p¢ SEWER CO C. Of GRASS = o m m n n PARKING = 6' CEDAR n m BLDG ¢ c0 c0 �, cD c0 ' CB c0 FENCE c0 0 CB 0 GRASS CONC. WALK 0- RIM 5. ¢ a G ASS ASPHAL RIM 35.46 of z 0 PARKING < o OH POWER IE 3 .5 cs DROP S MH #E -6 / STA 13 +83.45 p ai 1 5 -96 `° NEW 54" s3 MH #E -7 0 SIDE BSMT 30.75 V) LDG SEWERS z 2 AREA OF PROBABLE 0 BURIED TELEPHONE a PLAN TEE RT 13 +03 0 d TEE ELEV. 30.08 rn 04 .r SCALE 1 " = 0' CONNECTION ELEV. 1.06 rn rn * N 5 4 3 6" PVC 3.00 1 00 N N N N 8 7 6 214 PARK AVE N 1 -9 -96 N 3683.14 w Z V) 00 228 ARK AVE N 224 PARK AV N 220 PARK AVE N 216 PARK AVE 212 PARK AVE N 210 PARKA E N 204 PARK AVE N 200 PARK AVE N C17YMON M N'N N 232 PARK AVE N TEE RT 10 +35 TEE RT 11 +02 TEE RT 11 +97 TEE RT 12 +18 TEE RT 12 +82 m w��i,o0 TEE ELEV. 29.06 TEE ELEV. 29.33 TEE ELEV. 29.63 TEE ELEV. 29.70 TEE ELEV. 29.92 PARK AVENUE N w w w w m CONNECTION ELEV. 29.16 CONNECTION ELEV. 31.00 CONNECTION ELEV. 30.85 CONNECTION ELEV. 29.98 CONNECTION ELEV. 30.89 6" PVC 2.00 6" PVC 4.00 6" PVC 3.00 6" PVC 2.00 "Y do CLEAN OUT PER NOTE z 1 -5 -96 1 -8 -96 1 -8 -96 1 -8 -96 6"PVC 10.00 ^m 1- 9- 96 ....... .............................. ........ N u M.M.. ............ w.......... W O LO .................. M M J ui CO to r +: F O M : Z p _ W F- F- + f- N J J M 0 N Q W J J ft! C4 J� r 0. 0.. n M U = '� F-r MNN : O 0.� 0. 0.� .- .0....J O . - -LX ............a- :..ate.. N _4.. ......� ..(p �........... F-Q �.... d'...- ....0_. F. cD--- -- '-- --.. -. .. O- -----'---- -0... �O _ 0. Q F (n....� +F F .....�+ v �..�OJN.� +.- ... >w3? W o W wow w in C-i �N 3 � 3 �¢ NX �UJw JOJ 2' JO N�Lil M aY WW+ W+ W WNW W �F7 L•JN WM w W I) .�Z..� �F d+-O Lu -w Ln W O w V)N v1 - vt to in vl N - (o V) vl r- 19. ¢ 0. U) Lu wM �. 00¢2 .-.. -. 2� 2 .-(/)w w¢ W���Q111_ W¢ WQ W¢d(+D MNO wQ W< W¢ : 1_1¢ Q?�e x°000 ¢� ¢p ui W + W+ W + 2 Z (n + ¢D p 0 p p p 3 M p p .... p p F- W <r W F e F Z �.�. W W �- -F -F -F -F -F} F F F F-- V) ORw O Lu ........O0V). ..... fn V) ... ....... -N (/) . ..... . . . . . .. . ...(n V). -V) !n. V) V) - - ... - - - - - .. - .V) !n.... . 'tp.�.F.(n V)..... V) V) . ...... ..V) Lo..:.. V) (!) .. V) Z Lo .E w. W .:..... V) .00..V) x..........40 .... ... .N .... 4 w waw¢ w< Q� 00 00 w¢ ¢a' p �F �F- pF-- F-w d pF F PROPOSED UNK - -m in N NV) (n in (n Nz Lo o w w �n (n ) GRADE 35 " X. 8" VCP 0 •O�i��� a EXISTING AN SEWER GRADE 30 ......... .......- - - - - -- ........ ... ... -- - NEW 8" PVC SANITARY:SEWER co w 0 --EXISTING 8" PVC E BeRC NEW 8" PVC SANITARY SEWER WASti7s7 297.5 LF ® 0. - d'w > ¢ SANITARY SEWER m a °F tic p o mJ w M AS P -349 c °y $ o 0 co (n PER LLJ o ............290..9 .LF. �:0.41� ......... _ ..r......... v. c�........ 25 ..................... ........... ....... ........ ..... � o� > 7 w� :z(/)o +a ¢ +o +w �eC1 °85'aE� � ¢ m _ : M w0 M CD N : : eSS10NAL Ems` Q w w 0 W V) MIRES a/2e > W .......................................................................................................................... .............................. .Z m 10 +00 11 +00 12 +00 13 +00 - - HAMMOND, COLLIER & WADE- CITY OF RENTON REFERENCE NOTE ��� 111pf PROFILE LI VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS ORECONNECT EXISTING SEWER SERV/CE TO THE NEW 8" SANITARY A3 -BUILT CERTIFICATION 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD Q' I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL SCALE 1" = 20' H SEATTLE, WA 98103 -809° PLAN # BO 79, DRAWING # BR 33 AND STANDARD PLAN # BO 82, A4 r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS 1" = 5' V S -0513 (206) 632 -2664 HCN -L ALLEY BETWEEN GARDEN &PARK DRAWING # BR 35. SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL FROM STA 10 +00 TO N 2ND ST 23913 ME OR UNDER MY DIRECTION. DESIGNED: REB DATE: 6/26/95 FlLE NAME: �q ruro PLAN REVIEW DATE DRAWN: DPH F.D. RINGEL L.S. 23613 DATE' /° zz- q6 scALE: AS NOTED FlED BOOK: PACE fJIPIR6 9/11/9% CHECKED: SEWER UnuTY DATE NO. REVISION Bl' APPR. DATE��jj p APPROVED: SHEET: 17 OF 3 I �tIi i II Ida dIi { - n' 4X a� Yk77'is 7 ' i 1 1 -5 -9 6" PVC CONNECTION TEE E TEE LT