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HomeMy WebLinkAboutS-233402STA. I +32.50' — 16' LT. STA 190 +34.99 STA. 1 +59.64' EX SS MH PC S E. RENTON SS MH #1 — 48" RIM EL = 425.92' — ISSAQUAH RD RIM EL = 433.50' INV EL = 417.67' —INV N (SR 90o) INV EL = 418.22' — 8" OUT CID INV EL = 418.32' — 8" IN kfo$ CONTRACTOR TO VERIFY � o o I � k30 INVERT ELEVATION OF EX H O Q ULq M PL. lV E 870 PVC PIPE. IF SLOPE DIFFERS FOUND 1/2" ��c V //Q FROM PLAN. THEN CONTRACTOR I �� --- --- N 012442" E (BASIS OF BEARING) G WOOD FENCE / �Q% �� X52 yY G �� SHALL ADJUST SLOPE TO MATCH REBAR &CAP AP STA. 3 +99.78 132.46' �/ o EXIS77NG /G D�/ c �G' 2 434 436 kkp10' GAS - - -- C� A3g 0 EASEMENT EX 20 8 "ID PVC � o ,� Z ___ �___ - -___ N -p1 24 450 G ® = 2.007 — 19LF 6 ID PVC GRAPHIC SCALE G 31 SLF GPVC c� = 1 .20 G G A E T 1 ; ; 127Z1452 SS SER v 3+00 192 +60.53 SR -9 = o ®S = 2.00% / / ' , zo a ,u zo ao STA +00 CONTROL LINE / " -- �4 CAPPED &MARKED -- - - -- - - - - - -- / / _GRA - - -- - -- - - -- a - -- - - - -- - G X456 PER SIDE SE[ R DETAI G / ° 1 LF 8 '0 PVC - - -- 0 \P �F- - ---- -------- ----------- SHEET 2 of 2 � ar �r ) S = 2.00% R� ASP DRIVE (TYPICAL) i ��h = zo tt I STA. 3 +94.67 INV EL = 445.12'— 6 TBM CITY OF RENTON BM #1844 WOO FENCE / / 20' U 17TES EASEME % SS MH #2 — 54 (SHALLOW) ��� TOP CONCRE7E MONUMENT W /PIN IS CASE AF# 812090774 ! 4 RIM EL = 450.25' M AT THE IN7E'RSEC770N OF SUNSET BLVD. S.E. INV EL = 444.64' 8" OUT AND DUVALL AVE. S.E. INV EL = 444.74' 8" IN 0 ELEVATION = 409.38' g�CONC POST kj TAX LOT 185 460 20' INGRESS /EGRESS & LOT N SET BM WEST RIM OF MONUMENT CASE AT 7HE ANGLE O" lR POINT OF CUD DA SAC AT THE END OF TAX LOT 160 6 g U77LI77ES EASEMENT HOQUTAM AVE. S.E. ELEVA770N = 447.10' s" Docwc;o � ; °'2�,• S 01 2447 W _ \ �O EX CONC PAD 127. 16' \ LEGEND 14CHECKE DQ A COMPLIANCE 16' WIDE DRIVEW Y Q Iii ANDARDS / STA 4 +77 15' LT LOT 2 S� SAN /TARY SEWER MH C ? DECIDUOUS TREE o — Date 7, p.V _ l <cl ^ INV EL = 453.67'— 6" �J ❑ CATCH BASIN TYPE 1 pat@ II �dL4� o, (� CONIFER TREE 0. ;�l q 20LF fi 0 PVC </ Kq GAS RISER pate —:.. I ® CO C PAD SS SERVICE STUB WA YET VALVE © POWER VAULT IT x 6g`I'' ® S = 2.00% ^� ® WATER METER 0 TELEPHONE VAULT CAPPED & MARKED ^ 0 66 PER SIDE SEWER DETAIL RECO ENDED = a� ROCKERY kg FOR APPROVAL U1 ^ 1 4 SHEET 1 of 2 MAIL BOXES (TYPICAL) BY C- 3 AL I N O1 2447° E \ BY9rt�zr�.6r,1�� a ��� s /— 127.16' \ BYE: 46 / LOT 3 - _ STA 5 +37.80, 15' LT \ L( INV EL = 460.49'— 6' 5 �6g STA 5 +40, 5.0' RT SS 46 f' INV EL #1 460-43' 20 OUT k6�410 U SCALE: 1' = 500' 470 .............................................................................................. ............................... ................................................. ............................... 470 w ro 7-257- 460 :.........:. ........:.........:..CONTRACTOR TO RESTORE EXIS7 7NG. ... :......... :.........:.........:.........:........ .:.........:......... ........ .o * .......:........... — 60 ypp T ROCKERY TO l7S ORIGANL STA 7F v tt -21� SR I EXIS77NG GROUND Q 7" ' P ® S VC 450 :.........:......... :......... :.........:.........:.........:......... :......... :......... :......... \ ...... ... .......' ----------- ....:........... .... .. .... 450 140E o STA 5 +40 5.0' RT STA. 1+32.50' — 16' LT. STA. 1 +59.64' f j v,16 EX SS MH SS MH #1 — 48 i + SS CO #1 C RIM EL - 433.50' ' RIM EL 425.92' = i = 440 INV EL 417.67'— INV.l4.....:. INV EL . °. 41822'. 8" OUT . ........ ........:.........:...... ; v ............... V.E.. ... ....... 440 ....... �� .............................. . . INV EL = 418.32' = 8" IN aj m OUT o N L 460 43' .:11.20% STA. 3 +94.67 ALL 235LF 8" PVC RIM MEL 450.25' (SHALLOW) V 430 ................ ........ ..... ......... ............................... ........................ _ ............................., 430 llV V' EL ....444:64' 8" .OUT � INV EL 444.74' 8" IN j 80.00' VC PVI STA = 5 +00 PW ELEV = 463.30 IL 420 ....... ...... .. ................ ......... .... .....:.........:... .....:.. ....... ... ......:.........:.........:.... '= 'S.'75.......... ... 420 04 *aaao SCALE. HOR/Z. 1 " = 20' .. = 13 90 VERT K _ q EX20LF 11LF8 "ID PVC g � ® S = 2.400% ® S := 2.009 t470 4 ray 410 10 CO to a to p^j Nn p h L6 of h Oj <F Q) O O 4) cp ai M N L N N �� V. N, �h V� N- `�" co � <F d" co m m �1' may. V. 1 +00 2 +00 S +OU 4 +UU ,7 +UU V /CINI TY MAR 2 Z._5Z I S 18 17 16 15 14 13 12 11 10 9 8 '7 6 I OX 6 7 8 9 10 11 12 13 14 15 16 17 18 1 -- ------- ----- _. - - - --