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Home My WebLink AboutR-337224LL Z 00 Z s U� 44 1I S �r 4e � a 0 �g LO � w Piw o -N 0 J y J > U D! a a Q a 0 !:I 2 O N 5 W K oIz PORTION OF THE IS 1147 S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I FOUND MON. IN CAS£ I MSITED 1- 27 -05. SSMH —� 12— D1= NE SUN3Ei 6 8322$1' els.or - CONNECT TO-EX a.. RM =402 —Q GDNC. WALK..:... 6 83.22'61 ° IV O z 0 70I SCALE 1" = 40' PROPOSED- - I Q a DETEN7t0N- PPRQND I _ _ 400- 0423059298- nJn [L r C-- - - -- J TRACT x1� Q 7 N W PROPOSED 54m 0 co Vi 0) 0 O CL STRUCTURE- W i PROPOSED-48 "0 O o - MANHOLE (TYP.) �IOPEN $ CED I U - :: OSED\1 0423059343 11 CATCH BASIN (TYPE 1) 6 0 1 U 17L ESW.. \ TIT,___ a F IL Z \ �-4-� SIN 3307 0006011 PRQfOSEO yd X829 42 "0 3SM�1 _ -- � 10 DO W(nmW VJ Q V Woa�° 0¢30 ' 1 ..2.. g LL Z 00 Z s U� 44 1I S �r 4e � a 0 �g LO � w Piw o -N 0 J y J > U D! a a Q a 0 !:I 2 O N 5 W K oIz PORTION OF THE IS 1147 S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I FOUND MON. IN CAS£ I MSITED 1- 27 -05. SSMH —� 12— D1= NE SUN3Ei 6 8322$1' els.or - CONNECT TO-EX a.. RM =402 —Q GDNC. WALK..:... 6 83.22'61 ° IV O z 0 70I SCALE 1" = 40' PROPOSED- - I Q a DETEN7t0N- PPRQND I _ _ 400- 0423059298- nJn [L r C-- - - -- J TRACT x1� Q 7 (DEIEN77ON AND VIXI1IE$) \\ W PROPOSED 54m 0 co Vi 0) FLOW COSJ7ROL- O CL STRUCTURE- W i PROPOSED-48 "0 W 0 STVRMFILTER - LL Z 00 Z s U� 44 1I S �r 4e � a 0 �g LO � w Piw o -N 0 J y J > U D! a a Q a 0 !:I 2 O N 5 W K oIz PORTION OF THE IS 1147 S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. I FOUND MON. IN CAS£ I MSITED 1- 27 -05. SSMH —� 12— D1= NE SUN3Ei 6 8322$1' els.or - CONNECT TO-EX a.. RM =402 —Q GDNC. WALK..:... 6 83.22'61 ° IV O z 0 70I SCALE 1" = 40' PROPOSED- - I 1 1 111 DETEN7t0N- PPRQND I _ _ 400- 0423059298- r - I C-- - - -- \ ` TRACT x1� i 3�`\ Il (DEIEN77ON AND VIXI1IE$) \\ _ PROPOSED 54m 0 I I FLOW COSJ7ROL- I STRUCTURE- Z PROPOSED-48 "0 / TI STVRMFILTER - MANHOLE (TYP.) �IOPEN $ CED I "2" - :: OSED\1 0423059343 11 CATCH BASIN (TYPE 1) ACCESS/ 1 U 17L ESW.. \ TIT,___ a F IL Z \ �-4-� SIN 3307 0006011 PRQfOSEO yd X829 42 "0 3SM�1 _ -- COVD 04 CTC. 10 DO W(nmW VJ Q 7� Woa�° 0¢30 ' 1 ..2.. g �I CONIC 0423059359 I I� \ L__ \ -1 8 \ \ t1 Pip 'gp 091150004 / r� \I\ CATCH BASIN (71'PE -4 I�6 I I\ \ 5 \ 12 m ;TUB L-'\ _ J L 7 I I 0911500035 L !J L Z— PROPOSED �- 4800 SSMH (TYPJ T 1 11 1 \ 1 \!1 - -L 1-- -T-7 � I 1 13/.5 1 1 1 —� FOUND MON. IN CASEII CATCH BASIN MSITED 1 -26 -OS RIM =399.35 INV =393.43 (12'NQ SM MV =392.75 IM 1 `�CONNWECyT �T��O E . R M 399.92 I 1\ _." MAIN I 1 1 11 1 2 d0 d4 RT \ I 4121 1 [D UT EASEMENT\ 1 �l (ITEM 06) 1 IH� - 14+ 111 416 L 1 111 WI -\ I 9~ TRACT LAS. I`lI B (VOL 214/6 O) I WE) 1 I I 420 1�I 1 III I Ij \j 11 I I I � 626 �_ • 4 "WAF , I 'ACE�1 11j IR 1Cd5 / I CONNECT TO EXISTING SANITARY SEWER MAIN FOUND MON. IN CASE .�—M9ITED 1- 26 -05. TCH BASIN a3's! I- 396.26 (12E) 1 MH A =40226 \ ✓ =396.32 (65) \ ✓ =396.22 BE 6=394.32 BN - FOUND MON. IN CASE V15NE0 I -27 -OS \ II HYDRANT I1 1 FOUND MON. IN CASE MSITED 1- 26 -05. 11 y�pp,9sp � �lyt' 1 1 1 I I FOUND MON. IN CASE -�—JMSITED 1- 27 -05. 1 1 1 d26 y A \ 1 1 1 111 OPOSEU a r BL LML ESW. r - I C-- - - -- \ ` _ —� i 3�`\ Il 1\l ON I V-61 BN 69 11 I I I I (N Z PROP_6 ED / TI I CB TYPE 11 W /SOLID LOCKING LID �IOPEN $ CED I r < �9 q 111 N 69'00'23° W \ 223.12' 11 T I� PROPOSED 6" DRIVEWAY DRAIN CONNECTION 0911500030 �/ PROPOSED SIDEWALK a F IL Z C �-4-� — — 1 3307 0006011 o�(� I 3307800110 3307800120 12 10 DO W(nmW VJ Q 7� Woa�° 0¢30 5 3307800070 11 MSITED 1 -2) -- 0.5. I ' 13y1�9'L�' 62'5 08/1600025 MW LL FOUND MON. IN CASE I 1 I CONNECT TO EXISTING SANITARY SEWER MAIN FOUND MON. IN CASE .�—M9ITED 1- 26 -05. TCH BASIN a3's! I- 396.26 (12E) 1 MH A =40226 \ ✓ =396.32 (65) \ ✓ =396.22 BE 6=394.32 BN - FOUND MON. IN CASE V15NE0 I -27 -OS \ II HYDRANT I1 1 FOUND MON. IN CASE MSITED 1- 26 -05. 11 y�pp,9sp � �lyt' 1 1 1 I I FOUND MON. IN CASE -�—JMSITED 1- 27 -05. 1 1 1 d26 y A \ 1 1 1 111 TO S wT pp90�4 ty1 IM-44.59 \ ` 1 BASIN V =6 78 (8$) I V =416.69 (BE) 1\l WATER METER I V-61 BN 69 11 I � I (N Z 1 1 MX I CB TYPE 11 W /SOLID LOCKING LID PROPOSED EASEMENT r < �9 q 111 �p 11 T — PROPOSED 6" DRIVEWAY DRAIN CONNECTION N PROPOSED SIDEWALK a F IL Z m 1 T,1 �WC4 ol 0 DO 1 10 DO W(nmW VJ Q ( Woa�° 0¢30 FOUND MON. CASE W MSITED 1 -2) -- 0.5. I ' :1 DO °0 MW LL FOUND MON. IN CASE I 1 NSIM 1- 27 -05, CATCH BASIN )E RBI =63522 ;t INV =+30.02 (12E) 11 TNT CATCH BASH I I INV =429.66 (12 11) (((12E)) INV =+25.50 1 / 14 - SSMH INV =425.46 E125) RIM =433.87 INV - 425.36 RN)) + INV =d2222 (85 wv�azz.22 8E INV =+2212 (811) OFF ,—a3) 1 ffN 1� 1 IIMm. IN CASE SANITARY SEWER CLEANOUT TO od wT pp90�4 ty1 ISNB CAP, WATER MAIN 1 BASIN pyv� 35.28 26.05 12N WATER METER 26.18 125 ELBOW 1 CB TYPE 1 1 CB TYPE 1 W/SOLID LOCKING LID I (BS) I I CB TYPE 11 1 LEGEND BASIS OF BEARING BASIS OF BEARINGS IS PLAT OF HIGHPOINTE DIVISION II (A.K.A. GREENFIELD 11), VOL. 216 PG. 30 SITE AREA = 98082.67 S.F. OR 2.25 ACRES + /- VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAV088) BENCHMARK SITE BENCH MARK A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON //159) ELEV= 415.95' I �4 1 7 U) OOD D 03 O O O ui f r U L � Ill q ouj Z QO0 In (W/ T- 040Ill Cq IN T V�)I..��LL�( \ LL V / IL W,/ cd . 7,� P-I 0 N ru W Q °° W •� Ua SANITARY SEWER CLEANOUT DRAWN 6Y: SANITARY SEWER MANHOLE 0 FIRE HYDRANT ASSEMBLY SHEET REV.: CAP, WATER MAIN Z W/TEMPORARY 2" BLOWOFF ASSEMBLY WATER METER R ELBOW 1E CB TYPE 1 ® CB TYPE 1 W/SOLID LOCKING LID ® CB TYPE 11 u� CB TYPE 11 W /SOLID LOCKING LID PROPOSED EASEMENT r < m W PROPOSED 8" DOWNSPOUT MANIFOLD T — PROPOSED 6" DRIVEWAY DRAIN CONNECTION N PROPOSED SIDEWALK BASIS OF BEARING BASIS OF BEARINGS IS PLAT OF HIGHPOINTE DIVISION II (A.K.A. GREENFIELD 11), VOL. 216 PG. 30 SITE AREA = 98082.67 S.F. OR 2.25 ACRES + /- VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAV088) BENCHMARK SITE BENCH MARK A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON //159) ELEV= 415.95' I �4 1 7 U) OOD D 03 O O O ui f r U L � Ill q ouj Z QO0 In (W/ T- 040Ill Cq IN T V�)I..��LL�( \ LL V / IL W,/ cd . 7,� P-I 0 N ru W Q °° W •� Ua PROJECT NO.: 12007 DRAWN 6Y: VK ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 Z Z m r < m W J I N Q a F IL Z m �WC4 ol 0 DO DO W(nmW VJ Q Woa�° 0¢30 W OD)� ll :1 DO °0 MW LL (i -jC9a 0 $2Nd PROJECT NO.: 12007 DRAWN 6Y: VK ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 COMPOSITE LrnLnw PLAN SHEET 6 OF 29 d 0 N T m = N9 OA ^J ' 9 W N