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Home My WebLink AboutR-398707O III _x N89ro5.22..W -H:3 Z 139, 00 (CALCI 1. DHA 2596-77 3 -to" Vis. _ } 'HKON PIPE IS \�� 2-12•1)B ---2260:6•E OF PROP LINE REBAR/ CONTROL CAP ( � � �� I � � END OF FENCE IS N 192409.364' �� \ a-4_� GRASS0.6'E OF PROP LINE E 1302594.966 s" DEC - - -- -�� __-- ___ 3�T -_zzs-- EL 220.73' 10\oEc � �\ STEEL FENCE POS -22 22 ----'s Z.O'E OF PROP LINE �� 12 DEC ----2 _\ PROPOSED RESERVOIR LIMBS (NOT �'�'rr// PART OF THIS CONTRACT) I-2 f IS _-- 1' DECI --_ _---- -_1 PARCEL #334210-3215 26 DEC- p� --zzz %� pDo D�TpEppIN yl j 'AREA `3t \ WRIM 211.47 ---- ---- �RESER�OJR ;� IE 210.22 (8" W) OUT E� I z0 WORK IN AREA 2 (SHARED) PERMITTED UNDER FF 22Q0 THESE DOCUMENTS BUT INDICATED "BY OTHERS" O'rj SHALL BE BY RESERVOIR CONTRACTOR. SEE N 1 4 2-12" DECD �c9�� SHEET CLQ2 PHASE 2 SITE DEMO AND TESC 1 --- TO SEE TEMPORARY CONDITION TO BE INSTALLED BY CONTRACTOR. "AEC r i D 30" DEC \ \ \ PROPOSED PARCEL #334210-3240 _ _ __ _ PROPERTY X11 - - - - 45 LF 8" SD 6" Dec,-- --- SM SEPA19TION LINE DRNN ® 0.5% - - A RIM PER GRADING PLAN 7 57 LF 0 0.75% ` WORK SEPARATION 1 1 ;i1�� \ P LINE 'p' ;)%?7% 51:51 �g1:?. :?�1:' 57�;,1;?l'Ll;?1 ,i1; °sS?�'=''V,ii/_'-. \ \YK, \\J IE 211.68 04 W/ INFILTRATION TRENCH;_7 17 LF 6 SD BOTTOM AREA 301 SF PROVIDED I- / r o 6.79 7y1 'rte \ FENCE IS 0.3'W BTM EL 210.Q0HA 2596-7 OF PROP LINE UT _!��i�-, li,, L, 1, 1„11_,i; „ .,;L=.,;L.,;L.,;L., .' It cuD# IISTRU CTU RE 3D#11 OVEFFLOW D N REBAR/ CONTROL CAP _ - %;IE 211.25 , RIM 210.50 'S,?�S?°i '°1=iE 210.11 . 1,.:1 -' :i :'?51' r �.. \ W PED�jIRINLgGWTED N 192252.456' z q IM 213.00 IE 207.08 (8" S) OUT 1 1 ��- 1 1-�,?= 1 1%�,1 1 1 1= 1 1 1/ 1 aG E 1302633.016' / � IE 210.82 (a" s) OUT R.� EL 211.80' 72 PA 3 `: FDCO (TYR) r RLCI,3 L - 8 LF CTT US 0% RIM CONNECT TO OS / / a \' RIM 1070 ') L L � 13 LF 8" sD - - `� •. - C (;. I IF z10.70 (6'3 ®1.5% - RIM 215.28 IF NE 209.28 Sp# CB TYFE 1 ws IS 10 IE S 209.18 21000 rL.ot W SOLID COVER^ I OUTLET TO DISCHARGE PAD (TYP.) q � RIM 210.65 OS N 10 LF 6" SD ®2.07 I CHANNELED BOTTOM IE 206.88 (8" N) IN IS CONNECT DS I 4 LF 6" SD 0 2.07 IE 206.88 (8" S) OUT '"t' r _ AREA 1: I CONNECT TO DS (TYP OF ,,3) z1 4UPCONNECT" so ®2.0% FIRESTATION #15 FOOTING DRAIN (TYP)1A�-yIS 37 LF 8" SD U.FF`•t Ur rMUR33ANE 1=1 SDCO W 1 1y° '{ 4 LF 6" SD ® 0.5% 212.0 D 64 LF 6" SD RIM 209.46 I CONNECT TO BLDG RL I 0 2.0% 21 LF 6" SD ® 2.0% CONNECT TO `` coolRD w/MECH FOR PARCEL 334210-3237 42 LF % SD `.I EXACT INVERT AND BLDG RL ^ # ® 0.79% COORD CA MECH FOR EXACT INVERT INTERCEPTOR TRENCH PARC �\ \ LOCATION 5 LF 6" SD \ AND LOCATION 79 LF 4" PERF ® 30 �sT�IhTER _ L / D I� 0.5% �' MH3487 (48"DIA) CLO;- EIM20268.. �N •soco CONNECT DS (3) 45' BEND \ 3D#5 AREA DRNN EIMW207,43 00 8 IE 206.4 6aQ 22.5' BEND FDCO I 1 W/ PEDESTRIAN GRATE 6 m RIM 211.90 IE E 200.23 7 TRE E W 04.20 . ,� L ° I IF 210.42 (4" N) IN Cv' CHANNELED BOT RIM PE GRADIFGEPLM418 SD \ s CO'\ \ `I IF 209.42 NW) IN CB 24 LF ® 75 27 LF 8" SD S- C \ III IF 208.25 (RIVIRV1 LNLjWT 00 RIM 205.40 DRAIN BY 0 T 204.\ \ 63 LF 8" SD IE HE 210.49 IF N 202.50 �8D#9 CB IYPEI \ 45 BEND \: '\ :: z R 2.3% IE W 1nznW IE W 202.40 q2o1 RIM 208.0 - -_mss .: IE F W/SOCIO COVER IE E 202.45 IE 204.35 (8" E) IN l : 8 SD \ FUTURE BOT RIM 210.00 13 LF BOT 202.30 IS 204.35 (12" S) OUT AL I m \� 1 1 E V I RIGHT-OF-WAY IF 206.80 (6" N) IN IVC \ / ( SETBACK IF 206.80 (8" NE) IN ASPHALTz 25 LF 12" SD G _ VO IF 207.76 (8" S IN b ASPHALT IE 205.11 (24" W) OUT \ DRIVE '�U, ® 0.87< �a .'1 ° :.c CONNECT TO EX CB y IF 211.06 BOT i 1 -� IE 206.25 8" W) IN 1 8D# a. OW OOMROL STRUCTURE 6LIE 206.14 12" S) OUT �� RIM 209. > \ n \ s I G W -__ w_��\ w__-_ W-IE1042o fz'�SE I�W36o1=F31_ w L__ w12__ w___ 3 IE 206.14 2" IN -SD_- �� 12"ADS-- W-}-- � � IE 205.2 12" ) 11 SED-- _ _ D � _ _ SD _ 12"COiNC 1_ _ _ 1�ICONCRETE, WALK 850 a_ E - - oE - E�-- - �--- - -- _ -- OPP/UG ASPHALT E DRIVE ASPHALT PASS PP/ua A HAL DRIVE WV B I(SOLID LID) DRIVE ¢ZE J' AF 1932 Ant Ave Call 3 Working Days WAS `y m m Suite 201 Before DIGI N x Seattle, WA 98101 PERMIT RESUBA P. 2 206.725.1211 a k ss a PERMIT RESUBA f.206.973.5344 nF Isaac F� 18 p BID ADDENDUM a ASSIONA engineering pllc xrrx.lptlenglneetlng.mm 7 L -800 -424 -SSSS N0, REVISION I I I I I I I Lvl XIT1219 R4rI - - SID Scale 19=20' /12"CONC/ / 1 -- r85P2",CONC916 3D# 10, CB STORMFILTER6 ti / INC RIM 210.3 30 / E 209.3 (6" E) IN E 208.0 8" N) OUT I/ 16+00 A Q1 /8.83 CALCI IV HAIsEER SYSTEM \1 ��) I \ TOP CASE 217.38 )Nig-405'- a,\�_ \ TOP NUT 215.09 vv PP/Oc 12 "CMP A w- , d"CMP - 1 --SD- i �� CONCIRETE WALK ` .47 W_ i \ PVT ASPHALT p \ v W- B I ORII/F CB \o 1"=20' =°7=" O CITY OF 2/12/18 LIP PENTON 1/29/18 °M""'SMN DATUM 7116718 mxo. I�� Planning/Building/Public Works Dept. BY DATE APPR ^^"^^' m. `" Na' LEGEND PROPERTY LINE 12J0� EX CONTOUR (INDEX) - -23I- - - EX CONTOUR 230 - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER t DRAINAGE SWALE GRAVEL DISPERSION TRENCH O BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r , DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT HCOa FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 00 LO O jo N H H T J H�a T IL BOLLARD I • FIRE HYDRANT 1 n3 u1 IS 204.15 (12" N) IN a 1 T -- T -- - T ' :(2) 45 VERIFY IS AND LOCATION +sea' r DS WATER SERVICE LINES PE :.BEND '1' r.i N 12"GONG PRIOR TO CONSTRUCTION WATER SERVICE LINES e o I OF ANY PORTION OF SD 18 1i 8D# 7 24' CB AND/OR PLUMBING SYSTEM - 41 LF B' SD --F�-U-0.6% a' W/SOLID COVER - .SSL+--- Ss- y -'_SS___ -SS-_ �2+( - 7' IE 204.51 ./ RIM 210.00 / �, n, --55_ _59---»T- �< \ -SS_-_IE 206.14 IS 20511 8" N) IN 24" E) IN ---S +06-- S - :cGLL_--- i 1 -� IE 206.25 8" W) IN 1 8D# a. OW OOMROL STRUCTURE 6LIE 206.14 12" S) OUT �� RIM 209. > \ n \ s I G W -__ w_��\ w__-_ W-IE1042o fz'�SE I�W36o1=F31_ w L__ w12__ w___ 3 IE 206.14 2" IN -SD_- �� 12"ADS-- W-}-- � � IE 205.2 12" ) 11 SED-- _ _ D � _ _ SD _ 12"COiNC 1_ _ _ 1�ICONCRETE, WALK 850 a_ E - - oE - E�-- - �--- - -- _ -- OPP/UG ASPHALT E DRIVE ASPHALT PASS PP/ua A HAL DRIVE WV B I(SOLID LID) DRIVE ¢ZE J' AF 1932 Ant Ave Call 3 Working Days WAS `y m m Suite 201 Before DIGI N x Seattle, WA 98101 PERMIT RESUBA P. 2 206.725.1211 a k ss a PERMIT RESUBA f.206.973.5344 nF Isaac F� 18 p BID ADDENDUM a ASSIONA engineering pllc xrrx.lptlenglneetlng.mm 7 L -800 -424 -SSSS N0, REVISION I I I I I I I Lvl XIT1219 R4rI - - SID Scale 19=20' /12"CONC/ / 1 -- r85P2",CONC916 3D# 10, CB STORMFILTER6 ti / INC RIM 210.3 30 / E 209.3 (6" E) IN E 208.0 8" N) OUT I/ 16+00 A Q1 /8.83 CALCI IV HAIsEER SYSTEM \1 ��) I \ TOP CASE 217.38 )Nig-405'- a,\�_ \ TOP NUT 215.09 vv PP/Oc 12 "CMP A w- , d"CMP - 1 --SD- i �� CONCIRETE WALK ` .47 W_ i \ PVT ASPHALT p \ v W- B I ORII/F CB \o 1"=20' =°7=" O CITY OF 2/12/18 LIP PENTON 1/29/18 °M""'SMN DATUM 7116718 mxo. I�� Planning/Building/Public Works Dept. BY DATE APPR ^^"^^' m. `" Na' LEGEND PROPERTY LINE 12J0� EX CONTOUR (INDEX) - -23I- - - EX CONTOUR 230 - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER t DRAINAGE SWALE GRAVEL DISPERSION TRENCH O BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r , DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT HCOa FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 00 LO O jo N H H T J H�a T IL BOLLARD I • FIRE HYDRANT IZ WATER FITTINGS WATER SERVICE LINES U WATER METER OQ WATER SERVICE LINES FIRE SERVICE LINE I (.) FIRE SERVICE VAULT Q FIRE SERVICE CONNECTION Z 0 R-398707 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VJ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 02/15/2018 O rstraka 02/15/2018 11J FIRE STATION 15 12/22/2017 1404 N 30TH STREET I°°'°"' RENTON, WA 98056 07D.00