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THE AUST I N COMPANY I EXIST. CONC. CURB EXIST. 6' - CONC. SIDEWALK �- WEST 1 /4 COR . SECTION 19-23-5 CONC. MON. I I -6' SIDEWALK EASEMENT HOL ME ELECTRIC s 1027.81 ' - N 890 35' 25" E SW 11 ET 18" SS - oa - • E -- �� 32.54 30' PUGET POWER EASEMENT - -- - - - - - - -- -- � -- 50'_ N 01 ° 22' 58" E -- - - 10' UNDERGROUND '-10' LA DSCA ING EASEMENT I -- J IELECTRI CAL EASEMENT CB TYPE 2 48"0 1 SEATTLE LUMBER I 40 20 0 40 80 S C A L E: 1"=40'-0-' 18" SS T- -"D i 412.71 10' UNDERGROUND \>\ ELECTRICAL EASEMENT V) I TT/F EL 18.00 I N 5.381.41 I NV 24" 14 , 00 ! �' w i "E 00 p% �F __.�- .._ 48"' GM S 0.201 148L F E SL p . 2 ----CB TYPE 2.72"0 % C 1 \ N 5401 .02 N 5401 .0218.00 A E 5609.77 E 5757.36 INV. I i I N 5361 .54 I - I 48 (W) 12.0 I E 5116.73 `` ! N � _ I CB TYPE 2. 9_6E( - -------------- CB TYPE 2 48"0 �I I T/F EL. 18.00 CB TYPE 72"Q) T/F -- o �, EL. 18.00 \ NV . 24 ( S) 14.0 I � INV. 48 (E) 11.3� � "INV.E48 (E)001.71 � � I� (/') �'-' I z INV. 4 P i,� 1 27 z �' 2 "' 9� ! F(�=)12" BOTT.24 CM EL 13,55 �- X! �` I NV . 48" (W) i1 .61 ��rnXIST.12 CM EL 13.i +� NEW 10 WM -� N CB PE 2 _48 PUGET POUV�. - 1 - - N 5309 75 W T/F EL 18.00 _. ___�� � CONC . 0 4 ( HT. C-) �E 5907 01 INV. 24" (N) 13.68 0VERT IN SUBSTATI ON I 11 I5 14 0 � � Q ° i I NV. 24 ( S) 13.58 J 'L E 51 16.7 "° \ C �„ -- --- ------____ -_L BU I L D i N o I EXISTING CB TYPE 72"0--- Z c, 20 DRA I NAGE -T/F EL 18.00 Z I I \ 0 �� EASEMENT INV. . L 1(SW) i 1 .37 D E A I L 2 0 u� I I _ �' \ 1 3 - f" \ �, "" LIFT , TAT I ON C-5 C-9 SD JUNCT I ON BOX1112 _ CMP OUT \I INV. 48 (E) 11 .27 � f NV 12 OUT 10 821 � J � � 48 CM SL 0 20i ' � GROUP .% _ - - - �,�, � \` 85 L F-- -� ° I �Q D E T A I L co HEALTH p _ - 12" CM - - --{_� , N 52 3.58 =- CONTROL/BYPASS C-5 C-9 I N 5202.97 -_ MANHOLE 0 4 I E 5388.50 ` _ --- EXIST. MH - I f--T -- - - 240. 17' - N 89° 35' 25" E J-\ - vl MH 96"0 T/F 19.90 I - OFF I CE BU I LD I NG T /F EL . 18.63 +- --- _.J � I -- ---- -~- c„ � 1 INV. 48" (N) 10 93 INV. 48"(W) 11.11 FIN. FLR. EL. 21.75 INV. 12 t E> 10.28 I � o ----- - - I NV . 12" (S) 9.93 �J c� co C- -) 4g"'�JCM S�- p 2p�° 133 N 5143.00 N 5143.OU ) -- - i NV . 48" (S) 10.95 �i �►x C K rzo ¢. I6" SS ' 5' -1Nv. 12.80 i CB T /F� 18 . QO �' 48„ C.M SL p 20�° 140 F ,� DETAIL E 5455.01 \ E �475.00 48" GM SL 0.20�# �- I hob SS - - - N 5143.00 1 INV 12 15.40 N 5187.66 /' C-5 C -9 01 L/WAT ER \ = MH 96 0 T/F 20.50 Oq E 5441 .94 . o INV . 48" ( N) 10 .'12 �\ CB PE 3 72"0 N 5170 - 89 E 5256.73 - - SEPARATOR 40 �� 13' 3C •� a-. -- -- - INV W. 48 ( i�) 10.55 10' UNDERGROUND P ` �' E 51 17. 14 / C " C 9 INV_ 18_ 9 --"' - 1 T/F EL. 18.00 - _ - i' �',- INV. 48"(S) 1U.65 ," - - _ _,. �.. ..-.. _- - 18 CONC. ,I NV. 24 ( NE) 13.50 ELECTRICAL EASE' - --- "'""� �.- - - _ 18 ONC. SLF 8' I INV. 36" (SW) 13.00 r N 5143.05 E 5065 64 % CB TYPE 2 72"0 12" CMP 20LA`G S SWALE ' ii a �_ H T/F 48" 0 EL .19.30 I NV - 18 (SW) 14.20 5 I NV. 18" ( E) 14.20 E INV . 12" (NE) 14.74 18" CMP SL 0.36%° CD o� I + I cn o III C-) BOTT .24"CM E 13_ TOP "SS EL 11.90 \\ E N I L CT I I L/f �� � 59097.0� I I � � I EIX I ST S C '' ST SIB �B TYPE 2 72"0 I 1 I N�. EL . 15 , .I , f /F EL. 18.00 l 1 1 N� . NEW 6 I 1 v �n- $ I INV . 24�" (N) 13.5 1 1 I 55 LF 40°�° Zg2 T/F_ 19.10 M H 481 T/1 197v N 5090.00 N 5086.76 \ I U © INV . 48 (SW) 12 . I __. kS�- ® N 5083 N t 2 o E 548►0.00 E5551.41 \ \ \ ��N 5016.91!`6 CONC B E 5300 E5455.0 � MH 96"0 T/F 19.20 °� MH 72"0 T/F 19.50 \ CB TYPE .2. 72"O \, CB TYPE 2 96"0 , ,% E 5013.10 � _ C-5 C- INV. E. 18�� 15.47 INV. Ig" (W) I(o.2o I t nj INV. 48"( N1 10.74 I NV . 12" (N) 13.98 T/F EL . 18.00 T/F EL . 18.50 INV. W.18 15.37 INV,-18,"tNi I(o.3a " � + a � INV . 48 (E) 10.84 i NV. 48" (E) 1 1 .08 INV. 48"(E) 11 .38 INV. 12" (N) 14.58 APPROXIMATE PAVEMENT/S I DEIWALK \ I - �iV . 48"' (S) 1 1 .84 INV . 48" (W) 10.98 1 NV . 48" (W) 1 1 .28 INV. 48" ( NE) 1 1 .68 - REMOVAL/REPLACEMENT LIMITS , I , INV. 48" (W) 11 .58 I I I ( SEE NOTE 2) - I --- _ - - --- -- - - -- -- -- -- - - -- - - -- -- - - - -- -- - - -- -- - -- - - - - - -- - - - - - - - - - _--- _V _- 962.90 - N 890 49 01 >h IN - 30" SLOTTED CM 437 L F SL 0.00% ► - --- - --. - - - -- --- -- -- - L - p _____ - SITE GRID ° �T/P EL. 18.00 30 SLOTTEDCM 425 LF SL 0.00% I � I E f MIS 9co- T 18.0o N 5004 18 -EXISTING 10' T/C EL . 88. 58 I �s I NV; 30" ( Ei 1 � 0o E �4 59.0 �\ ,, LANDSCAPING STRIP Ct --EXIST. T/FEL . �18.46 v INV. 30 ��(w) 15, o0 � I ov T/F EL 18.50 INV IN 18.62 SI 0.25� 103 LAC lE�- - ---- - --- -- - I / INV. OUT 18.56 � o INV . 48'" C SW) 1 1 .73 t `o "� / TO BE LEFT OPF�V--� -10' --12" CM 12" CM CB TYPE 2 12 0 1 NV . 48 ( NE) 1 1 .63 -40LF i N 50$2.49 i 8 SL 0.50°' 35LF o T/F EL 18.25 -.- , C f. � ONC, ° Q2E C 11' -/UM SL 0.50% 13L F �� - _- (R E 5653.85 SL 0.50% 40L F _ I INV 24 (N) 13.35 GRASS SWALE y S� Ag 1 4 "" INV. 48" (NE> 12.OQ SL 0.25% 210 .L F o 48 CM SL 0 - 40% 20L F i CM SL 0.209; „ (ROOF DRAIN) (ROOF DRAIN) i v 48 CM SL 0-20% 53 F--- &LF 48 CM SL 2Q $"' CM SL 0.20 0� L 1 5,( _ -- LE7 N 5082.49 BOE I NG COMPUTER SERV I CES I L0 srar a1 l�T� v-riury I + I � I - Ar-COMMENDS J APaPf� .' 6A".4 _rarL,- -_;E, � Onury I I NV. 12" ( E) 1 1 .34 1 INV, � (N � I � � I i '= i 9ati. ' EXIST. MH k INV. 12 (W) 1 1 .38 L � Ij f INV. 12 (N) 11.33 TE. 17.92 INV. 12"(E) 12.5+C- "' NOT ES- IINV. 12"(W) 12.5 }I- 1. ALL CATCH BASINS SHALL BE TYPE 2 INV. 12'(N) I2.5*/VALLEY OFFICE PARK 1 -l•aa�•a. • UNLESS OTHERWISE NOTED I I I R. A�p+`+s INV. 21 (S) 11.7 INV.NEW 1$"(NE) 1 2. ALL CONSTRUCT I ON WI THI N RAYMOND AVE_ S.W. 14.00 `; RIGHT. -OF -WAY SHALL COMPI. Y WITH CITY OF 24 19 RENSEETON DWG. T-2 RD FORN OTES. I CAT I ONS A S BUIL lot !,aaaaaaa. 40e NOTES r REVISION BY CHKD DATE REVISION - BY CHKD THE SCALE 1"=40-0" TITLE STORM DRAINAGE &SANITARY SEWER PLAN W.O. No. 89-5477 �► AUSTIN BY CADD COMPANY DATE 04-20-89 G. . S . A SCANNED OWNER MAC 2 8 2GJ3 SHEET - CHKD RA -- __-- -- CONSULTANTS ARCHITECTS RECORD DRAWING 7-1- oca - / 008--02-90 RECORD DRAWINGS - W , R E NT ON , WA ENGINEERS CONSTRUCTORS �ATa: Q9--Q8-89 LOCATION 1601 L I ND AVE S i2112J/Pf 350, dx m� O o oo� �dz � �o a