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HomeMy WebLinkAboutR-389405I- Y Z 0 z w o�� w Q W >_ 0 a: 0 FAN 0 Z Im N LL WX � ZZ to O Q ��J o 0] J 1•�•Q WM� r- O NEW 8" PVC SCH. 40 ROOF DRAIN DOWNSPOUT COLLECTION LOOP PIPE BELOW PT DECK. PIPE PICKS UP ALL ROOF DRAINS. THEY COME DOWN FROM THE LOW ROOF IN MAIN BUILDING AND THE NORTH SIDE OF THE PARKING GARAGE & SOUTH SIDE AT THE TOP PARKING AREA PER RFI #7 O NEW 8" PVC SCH. 40 ROOF DRAIN DOWNSPOUT COLLECTION PIPE THAT DROPS TO BELOW GRADE AND DRAINS TO STORM SYSTEM CATCH BASIN PER RFI #7 O NEW 6" PVC SCH. 40 PERFORATED STORM VAULT FOOTING DRAIN PER RFI #5 ® NEW 6" PVC SCH. 40 PERFORATED WALL FOOTING DRAIN PIPE (ON INSIDE OF WALL WHERE WALL IS A SHORING WALL) (TYP.) PER RFI #6 O NEW 6" PVC SCH. 40 PERFORATED SIDEWALK FOOTING DRAIN PER RFI #6 RELOCATE EXISTING POWER POLE & LINES 6 � i T �oTA�E� GRADING AND STORM DRAINAGE PLAN -LEVEL 1 • NEW 5'x5' CONC. ,-�, � 's E�R/FAN E CORD DRA\KING 0 15 30 FOR HVAC F i (M / i � ,. SEE SHEET CS] FOR .. \,..k ........ C......n,� EX. SDMH RIM=43.23 IE=41.23' (12" NE) IE=32.98' (12" S, E) © CONTRACTOR TO POWER COMPANY COORDINATE WITH LOCAL FOR RELOCATION AND EX. RIM=40.75 SSMH MODIFICATION TO EX. POWER POLES AND LINES. IE=34.27' (8" N) „ 3 IE=34.17 (8 S) cc ADJUST RIM TO LF 12" CPEP SD 0 2 NEW FINISH GRADE NEW CB #3, TYPE 1 3.40� 90 W/STANDARD GRATE W (PER STD. PLAN 200.00 ON SHEET C11) RIM-41.20 41.02 36.87 (12" NE, E)IE= " , 37.07 (8" S 4� LF 12" CPEP SD 09.85% 3� 31 2.84% SEE SHEET C8 FOR ROAD Q IMPROVEMENT PLAN V) AND PROFILE DESIGN GUY POLE I w fl- I U � a 0 N 0 Q 0 2 GAS VALVES EAST LN. PSE EASEMENT REC. NO. 20061006001807 ry 01 R 1544 NEW CONC. CURB & GUTTER 1 6 v PER CITY RENTON Q 0 STDS. ON SHT. C10 EX. 12" SD CL EX. R.R. SIGNALS TO BE REMOVED w EX. POWER POLE BW 38. OQ EX. R.R. WARNING 1.77 LIGHT POLE 38.40 EX. SSMH mM RIM=35.74 IE=29.38 (8" E, S) ZZ EX. SSMH o RIM=36.38 IE=30.62 (8" N) 9 N88°33'45"W 121.85' _ IE=30.52 (8" CALC'D M.C. J P(OH) P(❑H) P(❑H) Z s (OH) (❑ ) Z Nw� J O O o o ` EX. POWER POLE / MOM (H❑ d/LUMINAIRE (H❑)d -(H❑)d N 30.33 NEW TRUNCATED DOMES \ w (SEE DETAIL ON SHE 11) ti w }_ w Z Z Y lil O C7 w a CI O Q 0 1..1� V) N a Q Q rn 0 \ \ W U N N Q � b Ld x I\• CB TYPE 10 0 0 / 0 N N m IX CB #500118 TYPE 1 RIM = 32.00 EX. IE=28.00 (12" S d z O - - N J N m Of QI BMP NOTE: Q FLOW CONTROL BMP PROPOSED FOR THE PROJECT IS PERVIOUS CONCRETE SIDEWALKS. THE TOTAL PERVIOUS CONRETE PROPOSED IS 5115 SQ. FT. CALL BEFORE YOU DIG: w �� Z 1-800-424-5555 U- 0 GRADING BLOW-UP PLAN Z EX. CB RIM=44.00 I _ / f \ I IE=42.00' (12" SW) fAX LOT #334450-0007 � pS Q IE 42.33' (8" NE) ° INSTALL CASING WHERE PIPE CROSSES I _ 3 NEW CONC. PAD FOR SIGN WALL PER DETAIL SHEET C11 I (SEE DETAIL ON SHEET C9) . 'S. .57 IZ .00' _ " + \ I 5 2� I �[ NEW 6 PERFORATED WALL ;�cg b . , !; � 't•,;S' . 1 I I J FOOTING DRAIN PIPE (TYP.) SEE DETAIL ON SHEET C17 EX. 30' NEW 4'x4' CONC. ( ) ' •S• ::<< . •. , INL I 0 '' °•. ' T I RO TRANSFORMER PAD NG �� , $, \. .°�, } AI T�j HIE 16�NOP. 4 , •/1O'_(F`11'\1 (SEE DETAIL ON SHEET C9) 1 NEGpNONx / G . r • :,.� (Jy1j\ \RI�1 NEW 68'x2O' DETENTION VAULT / I •' `: �' 1 �)\ \ \ \ \ \ \ \ SEE DETAIL SHEET C15 FOR SEC /� \ MAX W.S. EL.=38. ` \ °, I;: �..} 1 70.E \\A \ ��NN TAIC W.S. EL.=32.00 f l' �o I� \ \ \� �' • .. • ` �0N �ETE' P V �� � . _ I � � I IT I .. :.' .. ° CC�2 �ID ALK: ,� :. . • � I (E � 3H� �1�1) \ t . N s Ej,�p,•rg• °.' •9• .�,. 'P.... J ..•e'�. \ I I \ t � I C '"'� d .• : s : ': �.1. .'v' •,�\ •`3'. •i :.�•; .. Q•. .�'f �:�5 ps' \ I I I \ \ ,ye; N E 3 ... • • •, 4 / U - 3 1 I 1"P E�;. P WE POLE2-0 Q� o 100 t ' Z'zz •. ��� 0E S-S2/X/\/ �� ff11�Pc[�H) LO '4 NEW STORMWMIrm/WA R QUALI ,: � // � i-(G ��L=M.10-.VAULMODEL #MWS-L�8-8-V 41. 8 �' I I / ,/�c �-SpI r ',' / /� � pT/3 - // � ,•� ° � � � \ 1 (PER DETAIL ON SHEET C12) ► I P�'"' 60 /" ��� ' o� 'r # �°, �° \ J RIM= 39.98 \�'_o Q� IE= 12 IN 31.12 ,.:' G'•.. e♦ :;� 6���of I, o / . / " 210•A \ 4 a °N IE= 1" OUT 31.12 I I I I /��� ' EW C6NC. r / W, D I PE H 1E=31.22 640TT 41.98 t ENERATOR PAD / , / /Q MA 1111 0)/4 r I � .(SEE DETAIL ON I I / ,p� ° ESIDENCE I N HEET C9 �N {•: .fly u r' / I I / /NEW CB 2 TYPE 2-48 W STANDARD GRATE BARELY DEFINED 1.9 A 1 ' f' �l I % / r Jr,(PER STD. PLAN 201.00 �' / / / - 111 ��,( � i / / �\ _OLD TRAIL GRADE � a\ CO , `ON SHEET C11) / COVERED IN BRUSH l� l ,RIM-41.00-40.97 l 36• - 41.98 JJ r � � \ 1 l� ^: �� •,.• 41 41.9 I I, Ili1P , / / / �!IE=36.2B- (12" NW, S)35. "0 1. •7 Ifidif A I IE=35.28- (8 SW, NE)35.k64�47 x �\A S. LN., S.W. 1/4, SEC. 5 88'51'15"�' s____. • �- 1 1 I \\ 't ¢758 9�_ �� / / �� I I 408.34 UN-6 RF D �3.56 o� �90� / / / - b- (❑H)�"II y NO"RATNs �'_ -_. �I �� s2 8¢� N. LN., N.W. 1/4, SEC. 8 STORM D IN __ _ �y� �-�\S8 11 so \ �� \� BYPASS IPE - �� //. `�^s6 \ P\ CH d �� SA �\ -BUT= L 6Qr0 -C /s \ / P(OH) Pc _ \ \ POW POLE PUS 0 0 - / \ ❑H) P(OH) 1 ER P &POWER NES O 0 CRETE SALK� + & OW R LINE I �� (SE L ON€ET 111> CB W/ NO GRATE , RIM = 79.33' 5 2 x$'� / (6 % \g CB iF6 TYPE 1� 2\- - I.E. = 75.59' 24" CMP S.E. . \ � \ / A F R C NS RS � E C� ✓ry 1 b (o Y Pry_h y i GEOTECHNICAL NOTES I �. ::..........::..: ..... TAL '� .'.'' .. ,... :::'-;.>�.<'.;,:,._;.•;;�-::,:�:..:'..,.':.,''•' �� =`O+A-M.E GEOTECHNICAL REPORT BY EARTH SOLUTION N.W. LLC POWER POLE SHALL BE PART OF CONSTRUCTION DOCUMENT AND ALL " •' :pcD1.4 ..... �: � >:. -•. � I.E. 72. 2 EX. POWER POLE RECOMMENDATIONS SHALL BE PART OF THE DESIGN AND C80�7TYPE 1 �� � �>° ti� � / �--� / 24" RCP CULVERT CONSTRUCTION DRAWINGS. I.E. = 70.68' NEW CONCR TION \ \ // / / / / -ss- RAMP W/ASP L LAND G \ , �r_ / / / / b��b NEW PERVIOUS (POROUS) 0b �. q / \ ti' CC O / \ ONCR SIDEWALK (SEE DETAIL 0 SHEEN C1 //°c �, / � � EX. GRAVEL ROAD TO REMAIN AND MUST BE C ETE EW \ a / / / ,ti SEE DETAIL ON SHEET C11 ,y / / J / .O�BLACKBERR�. BUSHES FOR A MINIMUM �� ( ) 56 / / NOTE: J' EX. POWER POLE W 7 / / 5s� OF 5 QN EITH SIDE OF THE ROAD. \C'V; / � ` � �� / 60 �// bk1b / A MINIMUM OF 3,385 S.F. OF PERVIOUS PAVEMENT s LUMINAIRE & UG LIN \ \ ` b/ / / s4- _� _./ IS REQUIRED. TOTAL PROVIDED=3,452 S.F. CP4 4- TO BE REMOVED AS -BUILT � I \ 1 I I III . / f • , p"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS L �J AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD oa �� \ \ \ \ I ���� / b, o .o CN�. CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY V21z� a I \ \ \\ \\\ \ \� =��ry� / o cp. DIRECT SUPERVISION ON THIS DATE: 07-26-2019. \ o_ ­7 / / / y w n�`�`'� SIGNATURE: / EXv . SSMH <c�_ ✓ ```` S88'51'15"E 665.46' TAX LOT #082305-9056 CITY OF RENTON /4" COMMUNITY AND ECONOMIC DEVELOPMENT S Ca H'4V P�1 AIR RENTON HOTEL PERMIT #U15008433 X11 1S 1 AND STORM IN COMPLIANCE WITH CITY Or RENTON STANDARDS �F W A Sy/ 24661 / S T AL L ECG 07/26/2 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI O U 2 CO Q� `TANG ENGIN�to DRAINAGE PLAN LEVEL 1 DESIGNED AS DATE 09/14/2015 FILE NO. DRAWN MB CHECKED AS SCALE 1 "=30' FIELD BOOK PAGE_ APPROVED SHEET (v5 OF 20 DIRECTOR OF PUBLIC WORKS I I 0 U M a n 00 m O N 00 a� E 0 0 E a) I Ln Ln w 0 J in 0 N I z 0 F- a_ 0 i O i Ln i 0 0 0 L0 i ai i� LO LO r O Z m O W U m