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Home My WebLink AboutR-3937070 M Q rn O I m w CV O Go 0 z m 0 w U ad I I I x J J 9 IV _II 0 U rn 0 CV 0 I CV rn O 00 C7 CV O Go 1-1 U) O O O 00 m ! < D J � UTILITY PLAN FOR UW MEDICINE VALLEY MEDICAL CENTER 1 =30 NORTH GARAGE EXPANSION 0 15 30 60 RECORD DRA W -_ G VEW 15' `� UNE-0,0/ 0 \ \ 9 EASE \\ CATCH BASIN TABLE CB #1, TYPE 1, W/HERRINGBONE GRATE RIM = 88.�i-88.66 I E=85.:Fi- (12" W)86.2 E=88-35 (4" E) CB #2, TYPE 1, W/HERRINGBONE GRATE RIM = 9:F.8797.95 lE=E g�-�� 96.95 fi�N3 8 CB #3, TYPE 1, W/VANED GRATE RIM = 89.9489.22 IE=8fr94 (12" E) 85 IE=86..94 (12" NW) 85 CB #4, TYPE 2, 48" W/ SOLID LID RIM = 89.�289.62 IE=77.21- (12" E)77.3 IE=��.22- (12" W)77.3 CB #5, TYPE 2, 48" W/ SOLID LID RIM = 99.4e-89.83 IE=7673- (12" N)76.86 IE=8;F-96 (6" E)87.13 IE=-R-.94- (4" NE)77.2 E=�3- (12" SW)76. CB #6, TYPE 2, 48" W/ SOLID LID RIM = 89.8s 89.49 IE=_�6.-64-(12" NE)75. IE=4649- (15" W)76.0 E=44.4 - (12" E)83.69 CB #7, EX. CB TO BE REMOVED AND REPLACED WITH. NEW TYPE 2, 48" W/ SOLID LID RIM = si.�2.81.40 IE=76.14- (8" N)76.24 I E= (15" E)75.90 IE=_�5.98r (15" W)75.7 CB #8, TYPE 1, W/HERRINGBONE GRATE RIM = 79.37-79.47 IE=76.37 (8" S)76.47 MODULAR WETLAND, RIM = 89.48 89.50 IE=77.80 (12" N) IE=77.30 (12" W) SDCO #8, RIM = 89.83 IE=77.17 (12" N) IE=77.17 (12" S) SDMH #3, TYPE 2-54" w/ SOLID LOCKING LID RIM = 9�.!694.53 IE-86.31- (30" S)85.6 IE=86.31- (30" W)85. SDMH #5, TYPE 2-72" w/ SOLID LOCKING LID RIM = ;9R77.55 IE-68.9-1- (12" S)68.7 IE-68.91- (30" E)68.6 IE=4944 (30" SE)68. IE -&c. (30" NW)68. i YARD DRAIN #1, RIM = 84.49 67.67 IE=6.!! - (6" N)63.10 00 � � \ �- BY IA(A "DMPANY,--,- S COMPANYBY SHrDI - -- , I IC I IN, \ RAIN \\\ LONG CH nR h \\ \ \ \ \ \ �\ ORDINARY HIGH WATER MARK I I �� E -DY'ERAIN _PI -PE \ \ \ ~ \ LINE OF BUFFERING AVERAGE ^-� I-'� I Ioo I I \ I I i \^ �a00 \ LINE OF STANDARD BUFFERo`o ®Sit - I\ �jF��O LANDSCAPE AREA 8D00 �g I I r DPE �4 \ �\ \ \ I I • `'�� IE = 63.83 (4 E) / 8DC0 #i „ ' \\�WATERSNQDO �PiffNY�\ BY WATERSHED COMPANY _ » IE _ 63.83 (4 S) -�5 ,q g�- \ :a IE = 63.83 (4 S) � / IE - 63.83 (4" W) �maim- � ► \ A� \�� 4 SCH. 40 PERF. I 2 0 4" SCH. 40 PERF. I BSBL- PVC FOOTING DRAIN F 1 a I FH H\ PVC FOOTING DRAIN. I / a TI g NEW 4" FO I DRAIN SEE SHEET C6.2. I I l < �. I 72 62 EXISTING . I NEW 8 CBI EX. �TO RETRAIN PARKING ROOF DRAIN PARKING I j o LANDSCAPEAREA GARAGE I GARAGE STORM DRAM / i BY WATHED COMPANY DETENTION VAULT )M21 �/ I 156'x24x9.5' DEEP LEVEL 4 FF - 78.33 t4Ax� EL ` {{ LEVEL 8 FF - 120.33 STATIC W.8.-78.0 �W ASPAA '(• 4 M�VT 1 I - I R bE1WL HEET II BOTTOM VAULT E_ 77Z- I of If < CONC. SIDEWALK A� I 77.47 + . I - " ` •�\`•� `-- -- - _ , ✓ EXISTING BUILDING - I 120.33 0 LVL 8 \ ` _ _ I I TOP OF RAMP 2% a `` LLINE OF BUFFERW� A III II 3 _ ,F I AWAY FROM BUILDING _ I I �' \..: �:..` •\ �_`� �� _'' '`. 7, I I I I I 4 SCH. 40 PERF. NC. LEGEND: PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN \ EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM DRAIN CLEANOUT PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE - - - - - - - - - - - PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER MANHOLE • EXISTING SANITARY SEWER MANHOLE \ EXISTING SANITARY SEWER LINE EXISTING CONTOURS 100 PROPOSED CONTOURS------100------ "NO PARKING - FIRE LANE" m m m m m m m m MARKING PER CITY STANDARDS POROUS AC PAVEMENT 99m I I I PVC FOOTING DRAIN. i PL1 SAQ I I SEE SHEET C6.1. GELINE ► I I i ' �< _ = �� NCI 2I o f W A Sy l d I4 4 PVC F60TING DRAIN 8D00 t4 i / , • � ... ;r, .:;'. _ I� /P IE = 63.83 (4" S) I ( �,� I NOWMELT�v _ _ _ I I - z I I� I °' � IFOLD ROOM � I I I I I I IE = 63.83 (4" N) 5'x10' ACCESS GRATE rn /� O .1 i �, NDER RAMP. ^� I I I I ,� F NEW 8» ` ► I :°� LAB FF -93.85 \ ov _ I �566�1R � ROOF DRAIN I I 81� NEW TRENCF DRAIN I 1 I I I DWI„LF 12 P SD 0 F 12 C SD 0 78% �02 7+oo I 3/13/2019 I ` I I DUMPSTER/COMPACTOR I N y l� RIM 98.70 I ON CONCRETE PAD PER 0 \ \ I 1.85� DETAIL SHEET 6.1 la i �� °'�. „PVC- NEj- - �I v SDMH 522 » • $DCO f7 4 LF 12" �DI�D- �fi% _ _ _ _ I _ �. _ NEW CB IE 9 8 PVC W)� = I z � RIM--�66�,�66.1 4 SCH. 40 PERF. TO BE SUPPORTED OFF OF CB�4 I I PVC FOOTING DRAIN (�� ) -RIM 89.3E - -LID II z N E 6 c NE IE=61.as 61.17 IE = 62.9E 6 E I p _ _ _ z V) „ ( ) IE = 62.99 (6 S) I THE SIDE OF THE SHORING WALL o 0, 1E=87.79 (6 N� __ g 0 CMP E E=r9-§&59.67 $�C �g /E=87.39 (12 E) - III J ' p IE = 62.9E 6" W I I o 12 DI W IE=62.05 al ( ) _ 1E=87.29 12" E ❑� PROPERTY LINE I _II x z X. 0 CMP IE--2559.27 RIM = 89.83 _ _ _ _ _ _ _ _ ( ) _ J a z w B CT.=57.55' q 15 LF 6" PVC I I IE = 77.17 (12" N) - - - ' NEW POROUS CUT LINE I (n II cV g z SD 0 5.69% " " CONCRETE PAVE NT II r7 cV cV O „ / I I I IE = 77I.17 (12 S) 18 LF 12 DI SD 0 �}%0.50% w 0 00 NEW 3-4 PVC > SCH. //_IE 8D00 #1 I I I 5 LF 12" DI SD 0 0.51 % EX. CB PER ET C6 , 3 N z ^ ® ELECTRICAL •° IE = 63.83 (4" N) I I I RIM 95.16 " I I EX I CB I(TYP II I N CO 00 w I? CONDUIT ° = 63.83 6" W "I 1 I IE 94.4 (4„ ADS E) I I l0 Q _zc�( ) 4 SCH. 40 PERF. IE 90.0 (8 PVD N) mCD � Lo � c� z IE = 63.83 (4" S) PVC FOOTING (DRAIN. I 8DC0 EXISTING BUILDING INSTALL NEW SOLID LID I I J s I J z „ ^ ^ w NEW 4-4" SPARE �° 14 LF 6" PV� SSE SHEET C6.1. IE = 63.83 (4" W) NEW 80 LF TRENCH DRAIN NEW RIM EL= 95.65 95.86 � I I � N / w N N PVC SCH. I SDD 0 11.000 0 NEW TRENCH i I - I/ I I II Pa ' Y v N ELECTRICAL � � � II II a.a IE = 63.83 (4 N) AB CB CONDUIT II --� '` I RIM DRAIN 79.37 R/M 89.39 / ' I\ I I I " 1E=87.79 (6" N) / ILI I I I II I I I EX. CB #538 Ij 0 '� ( ) I CB CMP CO CONNECTION POINT " RIM-100.15' IE 63.83 4�� N 89. 8 /E=87.39 (8 E)> l - IE = 63.83 (4 E) I / 8" CMP (NE) IE=96.40' 3" PVC (E) IE=97.65' II ' `LA Q � 72 �3 LF 8" 1.00% / - - z_ _ - I- / 6" DI" (S) IE=97.15' ` �;I I g �j 114, ° NEW 2-4 PVC `s :: �/ \ CMP (WP IE�96.4p II I I Q z \ SCH. ELECTRICAL ...� k _i IV SEW MAN 15. _ I NEW 2-4 PVC SCH. - s RUCT.=9 .45' W / CONDUIT \ 0 �' (� ) 3tDEWAtK- TEL. COMM. CONDUIT I / I I I -�c - - - NEW 2-4" PVC SCH. z / I I I I �/ � _ = I I I I `_ Z i - - \ i. - - - - 80 ELECTRICAL CONDUIT - - » - ... .,,- - EX. J. BOX TO REMAIN - - - - - - - _F - - - NEW 2-4 PV 1 = I Jj TEL. COMM. CONDUI _ I ( SDMH to - I I I I / GRIND AND OVERLAY EX. SD " P I EX. ,FRS' II I APPROVED FOR CONSTRUCTION PAVEMENT AFTER CONSTRUCTION - - I OF ALL UTILITIES �/ \ - � -- - - -- -- - - _- - --_ - II I SUBJECT TO ERRORS AND OMISSIONS EX. CB #537 " 5 / �. �\ NEW 3-4 PVC/ SCH.r ® \ \ RIM=87.29 ELECTRICAL COUIT % V / / \ IE=80.49 (12" CMP E) \ I I I °O( \ IE= 80.3E (12"CMP N) 24 LF 30 C BY: DATE: SD®. I I TO BE REMOVED � 0�I I / SSMH #108 °� » GRI D AND Y - / II I ' BY: DATE: RIM=73.50 / / ..'n� �` \ �� NEW 1) Am PVC SCH. 0 - f,, / \ SDMH #532 PAVEMENTrER ON CATION `/ %( 8" PVC (NE,NW)(SE(R)) I RIM -tea' 77.50 ELECTRICAL CONDUIT _0 UTILTTI_ES T - 111 \ ® - - - / II I °�' C.O.C.=61.50 f% EX. 30" CMP (SE) IE=68.76' �� / „ \ - I II BY: DATE: o / NEW 4-4 SPARE I /� I o EX. 12" CMP (S) IE=7 68.3 �/ PVC SCH. I / / / ' I CO \ - - - / - \ - / \� I /L BY: DATE: / ''''•'=•- EX. 30" CMP (N\ IE=68.36' � ELECTRICAL CONDUIT � _ � � NEW 15"\ VC (E) IE=9' 72.80 l311 w /X. 30" SD _ / SURVEYED: SCALE: DATE: BCE VERTICAL: NAND 1988 UTILITY PLAN / i N »- HORIZONTAL: NAD 1983/1991 CITY OF FIEOL BOOKS 201E 0) 4 REVISED PER AS -BUILT CONDITIONS CK 09113117 AS DESIGNED: 1 =30 11,11,111111111101 ® 0 CP-03 zTw o2/24/,7 AS zTW -� UW MEDICINE - VALLEY MEDICAL CENTER RENTON PAGE CP-02 ZTW 01/30/17 AS IDRAWN►I NORTH GARAGE EXPANSION z L' n DRAWING N0: A, ONE INCH DATUM ADDENDUM #2 L11Y 11/04/16 AS CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 400 SOUTH 43rd STREET AS IF NOT ONE INCH NO. REVISION BY DATE APPR I APPRROOSVED: SCALE ACCORDINGLY RENTON, WASHINGTON 98055 SHEET: OF: w C4.1 24 R-393707