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HomeMy WebLinkAboutR-355011ASBUIL T GRADING AND DRAINAGE PLAN W N o RENTON GATEWAY CENTER SW 1/4 SECTION 07, TWP. 23 N., RGE. 5 E., W.M. IZ CL CL 0 15 30 60 -W- 0 ZO - _ _ w - - -------------------- - -- -- - w cc z - - UE NORTM - _ w _ INIER AVEN UTILITY CROSSING CLEARANCE KEYNOTES SCHEDULE: KEYNOTE NUMBERS DRAWING ONLY) (FOR CLEARANCE OF LESS THAN 1' SEE MIN. CLEARANCE DETAIL SHEET C6) Q 12' STORM DRAIN IE =20.50 12' STORM DRAIN TOP OF PIPE EL =20.00 Q2 12' SLOT DRAIN IE =22.33 24" STEEL CASING TOP OF PIPE EL =21.00 Q = - - w RA _ -- rwr 3 -' - _ _ _- - --------------- - -- -- - - N - < - STORM MANHOLE _ Z W Z ER REQUIRED 0 - - -- 1(L`� _ LADDER REDUIREO -- O -------------- t"-' FO - _ --------------- - - ACCESSIBLE F NOT W -' � I W --------- -" CATCH BASIN _ POWER POLE -F0� - -- . _, _ 1 RIM - 22.06 W /CROSSARMS -FO -- HH _ " - "3 �- _ 12" CONC NW = 19.38 FO- - TLB POWER POLE 12" CONC SE = 19.01 __ FO-- _ __ _ l0 f1 W�CROSSARMS O _ _ - -- -- --------------- - Exlsiwc -FO-- -F ---" --- _ - ----------------- - ----- --------- ____ - CATCH BASI�J _ -FO-- ____- -���- ___- "-�- _ -_ - - -- -- - _- ' RESTROOM _ __ _ -_ m RIM = 24.8b - -FO- - �- _ _ - z CATCH BASIN BUILDING FO- HH -------- 1�� � � - "� RIM = 25.11 72" CONC V>7 2 22.97 ) 11 57-" �P © _ _ __ - - -- G DOES NO Oj�J€6T -i 0 5 ABOVE ___- `'� `7XS RCS -° za.zes 12' CONC E = 22.77 (DOES _ ___ SIGN- a/'EST ��� r_ � _ X �zasr� p(0 - _ __ _ _ (ss" DLE _ F ( POWER FO _' "- ITLB_ -" - _' _ "_ 34.87 _ _ E %. X BO__�- _ �av X -- �_ Pc m.nPC�01 )I OP O O DOES NOT CONNECT TO _ CUL`1E �� CONCRETE F � - In LF 1.2 "- T 5 STORM MANHOLE BARRIER _ -'' CPE SD �� - aai RIM = 25.54F0 - O POLE - 17R _ _ xIp73Q ___ -a.. y man XzB "sa -_ _-WYCROSSA E cafe O w�„ rc r 7%" F6 - REBUIRED TLB . ..•3 " T - X� `_ n s _ ---- -- - _ ��- L KO za73 W - - O O O w 1�1 z yj T ACCESSIBLE -� - -` _ _ 4 s .FO :Og'22 W, - xi SRCe x -- - - _ -- W - - - -W . f`_ P - - C .y. ' . _ _ � > J B X X9.fifi ARAN O 3 -- E 1-T F ------------ l - N Pt0 H L mHi) + x � ✓ - P C - �1 p ) P( _ .I�MpVJ . T II ... RI DG6 W LI z N � /\".7J E POWER ' o .0 SERVICE - cl , Xz 01 - RI GP �------ I ss a_ a R ARAN -{- SD ®® 0.40 S85'23 03° - - 6 "_`P�V�C ROOF_ RAVEL - t X I _c NET - o "PVC t��0'OFa LOT LIGHT ARAN W - - +� y"CW CITY FENCED ER taT 2147 , F 4�B- ['P8- -011A19 -OW I n1. ° I °p- ° -I ° -- - W - - -.,- - W� o SDC a Cg,17 1 _ aveL c R 1 da I _ C" 1 '9i`F, [IYP.) HIGH - -_ �'� - Xxcm- _ - -Xr�s - X Q - �_GRAyEL ixsi _ -1 'I °. ° O OS ° I ° I _ _ LIS i ° - -. . I p- - / ° _I- -_ X _ - -�gy ax» 4aa I • - - -- l \ 3 ° I neo PR ) % / .I. #a-_� ° -_ V�'z4i - W _� E z53z X 13 1 24..17 a s - d� z,6) .x ifz' pr ° 8 LF 40 I 4.� - ° LOT LIGHT ._�i° -�W - - -o _ _ - -d- _ E ° 11Ik. ® 0.5' x 1.5' Sa 1 n -I x..m INSTALL G EL - I° ° ° - I Xh' p p�a31� CPEP D _- �_._ -i -_ -iivy- _ II __- AI �pV -Q II W� _ _ - -- I° _ o 1 WATER NAULr. n. PowER CABINET 4- I .BREA -z•.J5 SLEEVE EX:S� UNDER 'p Q 2.7 S. �- 1. _ W-- . DRAINAGE ° I, PROP --D _ ° NEW CONGREIE- - 24' L DASING I ° - W - -_-.E W 0 1 I o p f ABAN A 1?--4 A _- -- _-T�,� - - PatvEMEN� .� z - 8T M41UNDE =R$ zz° x Wiz' p /� : p• • a -e° Q • PowER. ctielN6rn ' A11 °. ' 1A W""o-' �1 0 �LPY )I IYK p - _ - _ �-. - - � WATER V . '. ° • s • u.m - 2 ��- --} _ - -- VE _ `-a - RI -_N - W__ d'W_'_ 1 =�N= E° - 2 ( ��'fAI�SHEEa 6 'pOW " GneINETS +� ° .°CO SI °�o } -k P05 V_ _" - )_ - - . EYE WI45�i ° E CA9 q •. �_ ��- • ROP. SLQT ° ° °N 4 ELECTRIp GRIND IX. CONCRETE. m 11� 1z ;aQ 4.' 66• 4f�LF g• 47.LF'6' CPEP 1 DRAIN or. � lo. � � ° CPEP � RIM =24 � OC WA o. -.. uIUT ` •° _ rn 1.. •4& ° ° n TINES. TO BE ABANDONED - OVERLY AND I ° m 'm o . p. jo °Mls R: z.,, ° n �yS p SAA' -cuT uNE (UTILITY CONTRACTOR TO °n J¢" - f PROPOSED _ r CHAIN LINK x 15p p.'X p ) 44 8 I I FENCE a WER CA911 "15 - p _B7CP8 ° ° 8 LF 12' ° COORDRIATE- WITH CX2 , TO GRADE ° m N ^' 6° PVC ROOF ° - ° - p / CB 414 Q. ®PE 5.00% - ° o i� n JIM X 2 -STORY FBO OIL/WATER° ° SAW CUT AND REMOVE CONG TRANSITION TO °° N mV- , 1 m Yde °Mn. DRAIN p - p SERARATOR _ d _ HAN RS PAVEMENT 1'0 THE WEST 411 m ° BUILDING II B LF 12" - °S CUT LINE _ _ _ CB 112 ° - a m i. ° 1 p��.. ° rn ° ®4P 9 ° z ,o ° ° p Xz•. "° - (SEECOETAIL SAAEET C7) ° ° ° Xz4.s6 °, ° 11 ) °nl i °•p 2,100 SF m X•p ° - - ° 6 LF 12 ". ° n ° +ae -.. / - -Ll ° ° - CPEP -SD T- 2IIT -1 I I ( - CONTRALTO TO VERI�1' - ANPROXIMATE o ° ® 2.OW. T-3 II OAAITS OF ' ° - - ° - ° p ° L Lo{w EXISTENCE 0 STORM LINE AJH0.G GRIND, ° ° - - _ _ _ _ _ ° p ° °1 ° e" 'd � -GRIND EX NCO ETE - RE,TERMINE tlF Td� LINE°IS o AND OVERLAY ° ° - ° X a 1 0 l ° PAV„F1�IJT -AND 1 p° So ACTIVE.- IF LINEoIS STILL dN _ ° _ _ Xz.6, O E Y WITH 71 JCR° OPERq,T10N, SLEEVE UNDER THE /a - ° n n s ° sc so SO o ASPHAhT PAVEMENT PROPO ED BUILDING: 2a' BROKEN Dou6LE WHITE 5 RIPE _ PAVBBIP ° 0 0 1 fl TO SMOOTH GRADE °. p ° _p °_ - - ° ° ° ° p °QI ° °. N m m m m TRANSITION TO _ _ _ Ll ° - Ll ° m HANGERS ,° _ �° / o' - pBROKEN SINGLE WHITE STRIPE P ° - - ° - - ° p ° _ ° 4 01 - - a - - ----------------- ° -1 - - ' _ 94'48'53 "E ° ° ° ° - -__ - - 930.60 0 CATCH BASIN z __ � - w -' �� -- / RIM = 25.00 - 12" ON = 18.95 _ X O 12" GONG SE SE = 18.9.95 - o / RIDGE LINE +o w ZO / CATCH BASIN TABLE 4118<FO, OIL/WATER SEPERATOR RIM = 24-18 24.12 IE IN-19:89 (8' S) 19.59 IE OUT =1947 (8' W) 19.59 on"" OIL/WATER SEPARATOR RIM = " . 4.13 IE IN =19.65 (6' N) IE OUT =494& (8' S) 19.39 C041, TYPE 2 -48' W/ SOUD LOCKING UD RIM = 34.16 24.00 IE I1 (8' N) IE IN=48:88 (12" E) 18.75 IE OIR=i&.&& (12' W) 18.70 CBS, TYPE 1 W/ STANDARD GRATE RIM = 23.992182 IE IN =19.85 (12' N) IE IN =20.46 (12' S) IE OUT =19.85 (8' E) CBS, TYPE 1 W/ STANDARD GRATE RIM =33:9 &23.91 IE IN =20.09 (12° N) IE OUT=20.09 (12" S) 0814, TYPE 1 W/ STANDARD GRATE RIM =-2999 -2183 IE IN =20.43 (12' N) IE OUT =20.43 (1Y S) CBS, TYPE 1 W/ STANDARD GRATE RIM =- 239&2183 IE IN =20.77 (8' N) IE 01 (12' S) CBS, TYPE 1 W/ STANDARD GRATE RIM =33:86 -23.79 IE OUT =21.10 (8' S) C847, TYPE 1 W/ STANDARD GRATE RIM = 33992174 IE IN =20.76 (8' S) IE 01 (12' N) CBS, TYPE 1 W/ STANDARD GRATE RIM = 23.88 23.74 IE IN =21.10 (8' S) IE 01 (8' N) CBS, TYPE 1 W/ STANDARD GRATE RIM = 3+2&24.07 IE OUT=22.67 (12' N) OBID, TYPE 1 W/ STANDARD GRATE RIM - 3+.2&24.13 IE IN -22.15 (12' S) IE IN =22.15 (12' N) IE OUT =22.15 (12' E) CBS, TYPE 1 W/ STANDARD GRATE RIM = 3438-24.05 IE OUT =22.57 (12' S) 0802, TYPE 1 W/ STANDARD GRATE (SPLIT FLOW STRUCTURE) RIM = 33952189 IE IN -20.95 (12' W) IE OUT=19.95 (6' S) IE OUT =20.95 (12' E) 0948, TYPE 1 W/ SOLID LOCKING UD RIM = 2.8&24.06 IE IN -20.84 (12' W) IE OUT=20.84 (12' S) COW, TYPE 1 W/ SOLD LOCKING UD RIM = 34:48.24.28 IE IN =19.41 (12' N) IE OUT =19.41 (12' SW) CBS, TYPE 2 -54' W/ SOLD LOCKING UD RIM ='3435 -24.21 IE IN-19.16 (8' N) 18.68 IE IN- 0..93 (12' N) 1868 IE OUF -49:60 (12' W)1868 CBS, TYPE 2 -48' W/ SOID LOCKING UD RIM = 3535 24.43 IE IN =18.88 (12' E)1873 IE OUT =18:8& (12' W) 19.29 COW, TYPE 1 W/ STANDARD GRATE RIM = 33.89 2193 IE OUT =21.35 (8' N) \0 W /_� I z N_ w _ o o __ DEVELOPER CITY OF RENTON O9 U / PROFLIGHT AVIATION, INC. HA DEPARTMENT OF PUBLIC WORKS -� / K 844 4j 243 W. PERIMETER ROAD �p�� WAS WA 98055 AS 91XT GRADING AND w CHECKED FOR CAMPLJANLE O �A" (425) 228 -9510 M RECOMMENDED TO r o CONTACT: BERNIE OR DIANE PAHOLKE W Z DRAINAGE PLAN FOR APPROVAL CITY STANDARD43 " : ENGINEER: o e WM -o BARGHAUSEN CONSULTING ENGINEERS n RENTON GATEWAY CENTER al / FIRE RIMH2O.4 BY Date �,• 72`v� F`� % = DESMED CP DATE 6/24/09 FLENO. ` / MAIN 15TER 18215 72ND AVENUE SOUTH ' \ BY �\ KENT, WA 98032 ar g, aE CP `= w h a o �/ ,� i'1._- YJ- D4�-- -ggdW� HV -- BY Date 7pNAL EN (425)251 -8782 FAX G`TANC ENGIN��� cr�ac® DKB eOALF 1 " =30' r�.O BOOK, Z 2S� ^ 1 4 Date 8/07/2011 CONTACT: DAN BALMELLI ADM C'+ oP �L�' TZ3sso /1 I I I I v x` w 0 a a x a U 0 I II 0 _I 0 rn a a m 0 N n a co 11� _/ CV r Z m 0 W m