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HomeMy WebLinkAboutR-396410a U 00 O N O N \ 00 N O ai E 0 3 0 E I I N O 00 m 0 X w m 0 i 0 i N O 00 U) CD CD CD co w � Z L' Im iT o -n� Zv \ / 41 '/1177LO NEW SDMH #7 TYPE 2-48" L DRAINAGE PLAN 80.73 62.43 _WI SOLID LOCKING LID RIM = $0:$4 EX. 18" SD IE = �7 (18" SE) I EX. CB #569 TYPE 1, \ WI NEW STANDARD GRATE FOR co 0 62.13 I IE _ $7 (18 W) CONTRACTOR TO FIELD VERIFY \ 80.61 RIM = 80�3- 77.06 IE = 77.10-(12" S) \ 77.01 IE _ (12" NE) MEDICINE VALLEY MEDICALCENTER d„1 LOCATION AND DEPTH OF = ___- __= - 1UW EX 18" SD NOTIFY ENGINEER - ___- ___= ° W IF DIFFERENT. _ ___ ' � 9 i EX. CB #570 TYPE 1, MEDICAL OFFICE BUILDING EXPANSION 0 78% WISTANDARD GRATE 51 LF 18" DI SD 0 I I _ _ _ _= ' _- �� I RIM -= 80.60 80.99 �' .27 LF 8" CPEP SD ® 9.61 % \� �l� W °' IE - �6 6� (12" N) 77.74 .. - NEW SDMH #9 TYPE 2-48" - - _ __ �_ \I o D e . Si -DC'( #9 80.92 RIM = $�89 IE = 79.74 (4 NW) g� . - • •„ " . ' . sue. .'_s n _ - - _ - d " ' . - D D . T� I I I I SDCO _ :4 P6RF. �PVC''.FOOTINd..DR;AIN: RIM 80.03 ' 69.52 IE = 70.20 (12" E) - - - - s FD•s-\ - .Co1�I f On�6LaR � ET iD: r: -IE = 75.90 8" N » I ( ) IE = 73.34 (8 S) NEW CB #5 TYPE' 69.77 IE = �26 (EX. 10 S) =r_=-- _ ____ ° ° _ �` �� _IE = 75.90 (EX. 8" SW) _ „ W/ VANED GRATE / ��/ / ✓ �/ / �' =_ - - - ---- '• y IE 73.34 (8 E) » 8.5% -• _ _ �_- _===_- :./ - == I. RIM = �#7,_; �-77.37�/ 14 LF 12 CPEP SD 0 1�% I _ - � - _ // ��9.. ==� ' $ _ 1 -� I IE -98 (12 S) , 74.67 6� i NEW CB #8 TYPE 2-48" p I S 43 LF 8 CPEP SD ®9.82% W/VANED GRATE I =__ - _ ____ DRJOT�FOI�Nfl° t$.CF.:1*�. 1:�� _ Vaal--wa11- .r.e ,� - - ---=1.10% ' ¢.• o %� / / / / INSTALL RISER TEE ___ __ =__- ,. - ' I' • • I ` I 36 LF 4" PVC SD ® 0.14% I Q = _ - - - N; a. ` . p I : 94 ° LF' TRENCH"' .: .:12 .•IE 74:5.; PARKING GARAGE DETAIL PER SHEET C24 ---- -- - _ _ "" : Df. ; ,�'� „> I I .7'"I - --- 44,,44 A »s' Q CL2 :» t2 IE=�0.0 a RIM = 80.63 - _ _-_ - - SAD 3# ;;;%-� A . sl I. 6.7.,' e � . " I , - 26 LF 12" CPEP SD ® 1.04%-- EXPANSION i „ „ __ _ -I D : :�' .D •o . • i° OD s ' D ~ • V • 12 iI5:6Z °. °, .�. ° b. •....8: •1E=7;33 I� / I' cN> EX. CB TYPE 2-72" IE 63.12 (18 E) ==r== -- - 5.32% l _ s �%� _ � r / / " \ _ - - - - 5.02% r 12, '1E�76 25 • :� �' :' I 9 68.33 I E 68.76 (12 W) _- _ _ _ _ = a ; 1 .. • I • 3 �LF s12 CPEP; : z!• -7�.0 . )9 78; / _ i ` / w/ SOLID LOCKING LID I / i / 62 LF 12 CPEP SD ® 6.04% RIM 78.08- / 62.83 IE _ � (18" NW) +-- I SD 0439Yl 30 LF 8 CPEP SD ® - � / W IE = 74.67 EX. 6" SW . o - - - - 2.00% - - - - - 0.20% - -� - / �-_ 1 IE 68.91 (12" S) I U ( ) - _ - ` NEW CB #7 TYPE 1, _______--- ° - -__- _ / EX. CB -_ _ __ �� WI VANED GRATE _ - - „ �1 TO ERE OVED =- -- -- �� 82.46 RIM = &29 _---- _ --- °`• NEW CB #4 TYPE IE 68.91 (30�� SE) RI 4 M -- -- - '83 = ____�-�___- WIHERRINGBONE GRATE ------ - _ IE 68.91 (30 NW) 80 0l - _ 79.36 AE = 12 SE --- p •--------- - o. ----- / .1 " RIM 8O.51 ;�,, , � 80.48 _ , IE 6.4 _2,pS E --_-_- o-------- ------------- - ------ r. -- NEW SDMH #8 TYPE 2-48 --_ / 0 79.36 �E �� (12 N)•-------- - _ „ ---------- -- -- 5.60% � � \ IE 4. / ( -�� _�' _ •> a e IE -�_(12 W); 75.73 • �� - - W/ SOLID LOCKING LID _ 4 = _ / :. '♦�S 1,- I ' :. BOTTOM OF TRENCH ®• • ° a ( 10 LF 12 CPEP SD 0 _ E C w) I _ :: IE . ° 78 2$ d N: _ .p •� •... �- „ / RIM 79 38 79.77 R »: i moo....: c�, j� i� IE I �4 ( "P W) ` ` I I - \\� �� : D ":®:I:`FbRC£ s' '• E =, 78.53 '4g S : I'.. DRAIN ELEVATION - 80.22 N D. , • D„ ..._ 46 LF 8 CPEP SD 0 A. „ �_ " 00%--62 LF 8" CPEP SD 0 1.00%� -- - D --- ---- 4.67% IE _ �0 (12 S) 68;67' . ` `� - - U „ �' \ I/ __ - -___- _------ - _�21 LF 8 CEP S . 1. - - _ - -- / IE = 69.10 8" W ��/�/j \ / 1--1 4 SCH. 40 ERF. PVC - - - - - - - \ - - - - - ( ) - CEMENT F OTING DRAIN. _ \\ _ ____ - - - - - - r-- \ IE _ " 68.92, 12" / ✓�\// A - - - - - SUMP PUMP. 1 1 \\ _ _ _ _ » - -� _ - - 4" SCH. 40 PERF. 81 _ II 1 \( , 82 LF 8 CPEP SD ®1.00% I PVC FOOTING DRAIN I • /� �x� - I \ 1 _ I ` IE �� 12 N 68.77 _ === - I NEW CB #10 TYPE 1 '� �/ � 12.48% BOTTOM OF TRENCH I NEW CB #11 TYPE 2-48" '8 89 LF 18" DI SD ®% EX. S MH #5 b \\'' =-- = - DRAIN ELEVATION = 80.27 I I WI SOLID LOCKING LID 1 2 \ W/SOLID LOCKING LID � <'' _-------��`�d RIM/X602 I I - / \\ _ _ I RIM = 80.48 80.36 / � IE 4.'B I I ' I-n_ STORM DRAINAGE DETENTION VAULT'B' 80.66 RIM = $0:7� I / I (�C W & E ___- _ 136 X21 X7.8 DEEP 1 �_ I 75.06 IE _ �A (8 S) MODULAR WETLAND #1 \ /IE = �40 (8" E) 77.26 I� �\ ---- - MIN TOP EL = 80.3 ROOF DRAIN Co #7 = » ` RIM = 79.42 \ `m _ I I / -6, -___-_ _ - - - RIM = 80.95 75.061E 7530 (8 N) I - IE 4B (8" S) 77.21 / CANOPY LIB I / •1 _ W.S. EL - 77.8 „ 75.06 E _ �53� 8" W \ I IE _ 69.73 (12" SW) a� 44 LF 8" \CPEP SD CaD& W_ o STATIC VVS 70.0 IE 76.13 (8» S) I\ 4 SCH. 40 PERF. PVC IE - 69.23 (12 N) \� U © BOTTOM VAULT EL IE - 76.13 (8 N) ---FOOTING DRAIN TIE-IN IE = 70.0 (4 SW) I \ 2.50% / II I I /'�/ 9 :\:..: ROOF DRAIN CO#6 \ I 1 � DETAIL PER SHEET C23 - a - - - - - \ I = �.. _____ RIM = 80.72 ROOF DRAIN CO #8 I FOOTING DRAIN CO #1 I \\ dl RIM 79.74 J \ \ I II I� I I ^I I "a �= -IE = 76.95 (8" N) RIM = 80.95 I _ I ROOF DRAIN CO #9 ` „ IE 77.7 I NEW SDMH #6 TYPE 2-48 I » RIM = 80.90 29 LF 8 CPEP SD ® 2.18%' U 4"P W, 6"ADS E) -88 , _-' IE = 75.92 (8 S) I IE = 78.00 (8" W) \ I RIM = 83.96 I--� ( I WI SOLID LOCKING LID I - __ IE - 75 92 (8" N) \ IE = 78 36 (8" SE) LEGEND: 23.2 PROPOSED SPOT ELEVATIONS 1 EXISTING CONTOURS 100 PROPOSED CONTOURS - - - - - - 100 - - - - - - PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED HANDRAIL SAWCUT LINE ------------------ PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EX. CATCH BASIN (CB) ❑ EX. CATCH BASIN (CB) TYPE 2 O❑ A I 85.68 RIM = 85.96 1 1, , , // I __ ___ 2" D.I. \\ I 1 IE = 79.08 (4" NE)1- NOTES I 74.23 IE = 74.89 (18" W) I 6 __ FORCE MAIN \ I » I IE = 78.36 (8'W) I ^ • ` // / -� I IE = 79.08 4 SW ` 1. WHERE PIPES CROSS UNDER TUNNEL, SUBGRADE TO COMPACTED TO 1 74.53 IE _74.8r(EX. 18" SE)i I ___ \ ( ) _ \ \\ 95% MAXIMUM DENSITY - - I I 4 SCH. 40 PERF. / TYPE - - - - - �i I PVC FOOTING DRAIN I I I 1 Ba I a9 - NEW PROPOSED 2. WHERE PIPES CROSS UNDER TUNNEL, PIPES ARE TO BE ENCASED �■■1 I E 18t` SD I I I I RIM = 66�0. I - O l I AREA DRAIN #2 1 -;�: \ / /' IN CONCRETE IE = 63.50 (2" W)-OUT- M�ICAL OFFICE \--- I RIM = 81.88 IE = 58.40 (4" N)� � j.BUILDING �� IE = 80.14 (8" NE) \ I __ _ ` �� IE 63.50 (4" S) IN I FF-81.0 - -- I - �89 v �`' , ' _`_ _-� _ 7�5 - -f 1 18 LF 8" DI SD ® 6.47% / 2) __- M_-OF SUM 56.00--------- - o RNiv7 ----SEE]lEC AL I'I�INR DETAIL -------------- I / I 4 _ \ I 4 SCH. 40 PERF. PVC I AREA DRAIN#1 ___________ _ ® = DOTING DRAI C EANOUT \ I BASEMENT FOOTING I RIM = 88.25 1 DRAIN. CONNECT TO I IE = 79.00 (8" SW) ___________- --- 0 I >. \ SUMP PUMP. I - ___________- ---- I. I I IE - 79.00 (8 NW) ------------ -- ---- \ F �_ NEW CB 18, TYPE 1, \ � _ � _ (- �� I I �'• W/ VANED GRATE \�� 1 UNDER SLAB LAS B DRAIN IPE I RIM = 81.0 =_== .6" SCH 40 PERF. PIPE TO BE 84.65 RIM -= $4:4-31 » \ \ 1 PER DETAIL SHEET C18 I IE = 78.0 (2" S) OUT =__ _ INSTALLED WITH INVERT AT EX C 588 I I I o �- 81.70 IE - S7g (2 E) „ IE = 77.5 (6" N) IN =_ = BOTTOM OF CAPILLARY BREAK \ I g n 4 SCH. 40 PERF. PIPE RI 7 �9 I I I �.� 81.70 IE = 8�75• (12 NW) I BOTTOM OF SUMP = 75.5 _ IE=78.0f, CONTRACTOR TO VERIFY E 78 6"P E // I I I I '' 9 ^� \ _ 4" SCH. 40 PERF. I � UNDER SLAB DRAIN _ SEE MECHANICAL PLANS FOR DETAIL _____= " "`� \ ' I n u��r rIA __________ _ ROOF DRAIN CO#5 / ( ) / I II I I I II 11 4" SCH. 40 PERF. PVC FOOTING DRAIN I ESL-��'v I _______ __-_ _= RIM = 97.34,\\ / I I I I = PVC FOOTING DRAIN 26 LF 8" CPEP I CONNECT 2" FORCE MAIN =____ _ =_ = IE = 92.00 (8" N) II i r\ NOTES 1. PIPES CONNECTING TO EX. CB#583 FROM THE EAST AND WEST ARE NOT DEPICTED ON THE TOPO. CONTRACTOR TO FIELD LOCATE ALL EXISTING STORM LINES AND STRUCTURES IN THE PROXIMITY OF THE PROPOSED TUNNEL AND NOTIFY ENGINEER IF DIFFERENT. ALL PIPES CONNECTED TO EX. CB#583 SHALL BE REROUTED TO NEW CB#8. 2. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EX. 10" STORM LINE PRIOR TO INSTALLATION OF SDMH #9. CONSTRUCTION RECORD DBtWJM 0 O W COPY OF APPROVED CONSTRUCPON DRAWINGS PREPARED : BARGHAUSEN CONSULTING1 HAS BEEN EDITED • REFLECT : • 1 ONS. THE INFORMATIONPROVIDED ON ••1 DRAWNGS IS A COMBINATIONOF 1 - 1uJT1&1?j_L6m*M • 1 1• 1 ZZ FIELD REVISIONS. •, •• 37 LF 12" CPEP SD 0 1.00 89.49 89.5E) : • - P■e■euuuu■u■uw■unnp•p■n■■........ an■unn,n■en•■nuu■un•n,,nn.■■■■■uuuuuuuuuuu■■■■ur.•iril•eu.■• �. , 1 1 1 unn......nnonnuuuuuu �, �_-CONTRACTOR TO FIELD LOCATION 1 ' A I • .: • I I • • • : 1 VERIFY • ` • --ELEVATION OF EX. 30" 1 q • ---CONSTRUCTION OF • ��� • 1 fi� • • • • • ► _ �Nk - � � j • 11 : ! 1 � • • 1 i • • iiiiiiOaiiiiiiiiiiooiir viiiiiioiiiiiii iiiiiiiiiiiiiiin: i�/. � _I I • � 31I - 1 � � ■ • � % • - I• • 1 I II • • I ioiiruiiaiioioiaiimmoi �irzioovv -z,.i .ii�iioiiiiioiaiaiiiiii uoioiii'o^ooioiiioiiii�iii������������������������o������oioiiaioiiiiii�ioo�� rvussssssror,. � . 96.05 RIM I ME • ' - • . • • • 1 = _= -�i' -� _� =�i►TQ�►'�li�'e y�1'�� 1��� �► V _�• 11AM_1��11�����_I�1_I� :1 • • 1 =- _ ��1�11�Ij�11�1�11�1�rs!i. f! WAR 'y'rs�111 _ _ _ _-ON ZMWA _ _ - - _�...� OVER CONCRETEWA�A- RI M 97.56 5 RAIN NOMN ROAD DETENTION VAILM /. I • • I •. 1 1 1 • 1 •• •• 1 1 : A 18215 72ND AVENUE SOUTH �REVISED PER AS -BUILT CONDITIONS • , re' '11 1 DRAIN •. W©' 1 1 - re' 1: E.. • :: REVISED STORM DRAINAGE CO CIVIL ENGINEERING, 1 PLANNING, WAV E GSURVEYING, ENVIRONMENTAL SERVICES NEW CB #2 TYPE 1, _J // I II I I I / �� ROOF DRAIN CO #2 SD ®1.00% I TO 6" ROOF DRAIN. I -rz _ ___ ___ IE _ 92.00 (8" S)\\_ \ P \ \ �\ •• WI VANED GRATE /, I I I I \ 92, RIM_- 97.22 INSTALL BACKFLOW VALVE I ______ __ I \ \ NEW SDMH #5 TYPE 2-54 94.72 RIM 34.70 // I I I I I I $ oo IE = 91.48 (8" S) RIM F D97.220#3 I =_____ _ ______ __= I \ RI SOLID LOCKING LID I UPSTREAM OF CONNECTION I 91.32 IE = 91.30 (12" NE) I J I I I \ I ' ' � IE = 91.48 (8" N) IE = 91.22 (8" S) I =______ __ _ __ ______ \\\ \ , EM= 86.-4-3 (30" S) 86.29 91.27 IE = �0 (12" W) // (� J 1 J I \ _ ROOF DRAIN CO #4 __-- -- - I IE = �43 30 N 86.24 I ) I ROOF DRAIN CO #1 IE 91.22 (8" N) RIM- 97.22,-\ Imo_ __________ ____ I \ . ( ) RIM = 94.77 1 _ I __-_____________ ___= ROOF DRAIN CO #10 \ IE = 86.43 (12 E) EX. SDMH#558 TYPE 2-48" I l�-I- �' ' ��: IE 90.99 (8" S) �� _ __ EX. CB TYPE 2-54" 94.24 RIM =35 I I /� _ -IE = 92.00 (8" N) _ _ _ �� - --- _ -_ __ _. _ I " •_ -:. __ -RIM 96.50 n » I IE 90.99 (8 N)- _ ___ ___ ==IE = 92.37 (8" S) \ w/ SOLID LOCKING LID 89.54 IE = -89.60 (18 E)» I / III I / I \� 23 LF 8" CPEP- IE = 90.66 (12" E)- I - •37 LF 8" CPEP=;; - �\ �� \\ RIM -= 94.46 " 89.79 IE _ �9�9 (EX. 18 S) I / I I /o I = 52 LF 8 CPEP SD 01.00% - SD 0 1.00% - SD 01.00% _ _ _ _ _- _ _ - _ _ _ _ _ IE - 86.31 (30 S) ..,--rr rrrrrrrrr- -- p ---a= __ -r=_ � _. » . _-------------r���= -___ ---�-- _____ n _ n n I / =-- ==- _ =========== =- --= : ====== = - _ =___ _ _ _ _ _ _ =---- ---------- ----- ----- ---_ - - - 86.31 (30 W) 10 LF 18 CPEP SD 0 I°;--____=101 LF 8 CPEP-------_=___=___' 7 - _ _ \ \SD ®1.00% _ 2 SD 0 C3.50%\\IE \ ' r NEW SDMH #4 TYPE 2-54"■ �I _ 0.50% �, ° °.--•� �': _ • _ BOTTOM OF TRENCH .. ..,- gam\ \ °.• � W/ SOLID LOCKING LID \ ZTW 10/28/20 ZTW ZTW 3 2 20 ZTW ZTW 10 9 19 ZTW SURVEYED: SCALE: ZTW 7 16 18 ZTW 1 "=20' DESIGNED: ZTW ZTW 4 25 18 ZTW ZTW 4 10 18 ZTW DRAWN: ZTW ONE INCH ZTW 4/2/18 ZTW CHECKED: AS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: AS 94.25 STATIC W.S. EL = 87.25 BOTTOM VAULT EL = 86.75 VERTICAL• NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. F--1 0 H A I?- 396410 04 IN COMPLIANCE WITH CITY OF RENTON STANDARDS W C� W U I A STORM DRAINAGE PLAN DATE:3/7/18 UW MEDICINE - VALLEY MEDICAL CENTER FIELDWOK: PAGE: W MEDICAL OFFICE BUILDING EXPANSION DRAWING NO: 400 SOUTH 43RD STREET RENTON, WA 98055 SHEET: C9 OF: