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HomeMy WebLinkAboutR-374405H 1h CA 11 a- CL w 0 f z Z w > 'o J a cc: Z W W W Z w z 0 Z W A CATCH BASIN SCHEDULE MARK TYPE GRATE ELEV INV ELEV NOTES Oi TYPE 1 25.95 N -x'03 4 CITY OF RENTON Planning /Building /Public Works Dept. U13006707 RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA GRADING AND DRAINAGE PLAN 07/01/14 S - 2208 PERMIT RESUBMITTAL 2 TYPE 1 25.90 N - 2236 PERMIT RESUBMITTAL JPU o7 01 14 N - 2275 0 TYPE 1 26.0 E - 2275 °""e aIC Mot C5 W- 2265 PERMIT SUBMITTAL JPU 12/23/13 W- 21.65 a0u>owc s Nor x rw 0 TYPE 1 25.5 E - 21.75 APPR 5 7-12 N - 21.75 O5 TYPE 1 25.5 N - 21.0 E - 21.1 © 4' x 4' FILTERRA 26.25 22.70 g 26.75 (TOC) C6 C 6' x 4' FILTTEERR 25.90 2257 7 26.40 (TOC) C6 ® 6' x 4' 25 .56 22.23 B Il�A 26.06 (TOC) C6 0 4 8' TYPE 2 25.71 E - 19.94 CLOSED LID W - 19.84 S - 21.49 10 48' TYPE 2 26.41 W - 21.39 CLOSED LID SW - 2237 11 TYPE 1 26.39 W - 2265 CLOSED LID N - 2255 E - 18.74 12 48' TYPE 2 24.30 W - 1 1164 CLOSED LID S - 1 &74 E - 1 &04 13 7Y TYPE 2 2,196 N - 16.36 CLOSED LID S - 16.36 A A PLAN NOTES 1. ELEVATIONS WITH ASTERISK (0) INDICATE A 2- (0.17) OVERLAY OF EXISTING PAVEMENT. 2. REFER TO C8 FOR SEPARATIONS FROM WATER MAIN. 3. ALL UTIUTY LINES ARE PRIVATE UNLESS DENOTED '(COR)*. 4. FLOW CONTROL BMPS ARE REWIRED FOR 20% OF THE TARGET IMPERVIOUS SURFACE (0.2)(25,334 SQUARE FEET) = 5,067 SQUARE FEET REWIRE). 6,120 SQUARE FEET OF PERMEABLE PAVING IS PROVIDED. a ce alr -26.16 y 18" Cf P(N) -18.(56 �fl 4, 12" CPI�iNQ -20.65 v 12' CPP(�- 20.65/ °s v Oy 0 I \ 27.52' i \ I .330 \O. \ \/✓ y OVERLAY EXISTING' _ V \ - 27:540 � PAVEMENT \ o V q Oyo \ RIM = 2"20 '� \ 7 r" 1+� \ M .1 - C6 C PIN -21.00 " CP (S) =21.05 v ADJUST L® Ape ( Iw CONC RAMP AT 1VI12H, TYP 2 . t. `10 \ 7. \ . 26.990 26.50 v ` v ADJUST UD O CB RI -26.41 f EXISTING 111 LF, 1' -2' MAX HT � 1 y�gp \ \ �� \ ;x �„ _ COMMERCIAL CURB ALL W/ 1 OS'o �� (VACANT) HANDRAIL (vacaNr) h l' � / � �k ,��� �w cur � _ v � � _ _ z &sr GRAVE „ix ; BREAK UN CIE 8' TRIM � v � 1 � RIM = 25.95 27.87 N26.50 CON) WALL 1 \ 13 LF 12' \ •SpO �� U ENTRY W/ HARO�UL �� �" - PVC 0 0.5% `P� 30 16% \�\ '- ENTRY 2&25, 9\ �� 27.34• \ ...: ' \ CB ea' = 25.78 27.01 2&25 �, 27.0 0y °' • ` - oy 12" C�t'(SE) =222 3 i V % NEW PAVEMENT 27.27 2.0% CROSS SLOPE ENTRY �2Z50' � r� Tx i „ - _ - -so- _ 27.180 -a EpS11NG CB TO REMAIN. \ S TOWARD PARKING z �p -r'j "SO 1 SD- ' _ p RAISE TO GRADE, CHANGE \ \ C6 ` 26.760 L -- - so - -7Q SOLID LID \\ \EN1R 27.75 PoM =25.95 �` \ \ - SD -- -{.1 \ �s ENTRY \\2&25 27.25* r-- q 40 \ s 26.42 2&25 I ROOF IE 26.50 �v *p 27\27 p� 05% 26.7P 2 L7 �o L7USN 3 DRIVEWAY ENTRANCE , p7� SBMENT ALLOYS FOR 'V - \ /�. TOC SAW CUT R sum ACCESS SU CT PROPLRTY WA v 28.27 ` lD IDWNG'GRADES 1 A v os BEG t 1 256 260 `� , `'Y' e'- _ - -- - - -� \ .. / 27.28 \ � C( RI -2s,8 7 - \ 27.22 ENTRY i S 1 PROPOSED 210 27.95 T v t`4j ej(I�iill�' 4 l 3 A � Li� � ,A ENTR � SAW ClIT . 06 �rA, ro • BLDG FFE: 88.P6 2&25 ` �' 27.95 - -- S 25.0' » ,' _ .. j C6 28.25 �_ 27 v 27460 UNE�IYPr - \ � a v s p% CROSS AND a. ., FOOTING DRAINS PAPoONG '" x' ' , 2650 _,- 27.40 ; SS ,f ROOF IE / jw 26.30 ' (CDR)v.� V ' 13 12 : - ) _ �� .73 �� �e � TRY �p 2 &25 ,. ;�` I 27 ���. 27.6 � _ s \Xl g v vv`i\ 24.16P,Q�OA _ CURB V,±Y.,41 \vI \127.09 "�5 27.69 �S 3 r \ ROOF IE 23.50 SEMI RIM 21, v v .. V,LpAi •� s '� ,� 6- THICK, 7.95 V1 1 IT I7 DIN - 14. 17 ss ` + C� R ENTRY CONC WALL 2745 G IE 1z "o�E� =14 -11 STA6+ooi4 �;� �' 2 &2s � 2zso YARD BRAN /W /HANpRaL � .. �_ss �- GRADING QUANTITIES It 12 U15 -14.07 V v -S- ) 0 .0 1U DIP RaaF IE 2s.5 TOTAL EXCAVATION (CUT) - 1,430 CU. YDS. �'� �, ♦ o sox (PUBLIC) 2 ENTRY W C RAN, AT 1VI12H, TV TOTAL EMBANKMENT (FILL) - 4,080 CU. YDS. t v I - 116 LF - 12 2&25 ROOF IE 24.0 28.50 s 5 6 Toe 5 `` Pvc 0 0% ROOF IE 26.0 �� TOC 2 2 s n C6 TOTAL 2,650 CU. YDS. 33.41 \ `j \ , , 24.89 ,.. / 27.0 . ':-_' 26.25 THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT 25.16 ROOF IE 26.5 �'� Q.�` 27.25 PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT '2286 25.43 _ USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES EIOSNNG s 4 Pv 1 �� A 25.80 � � �� e � - � 3 PERUEABLE PAVERS FOR o A� 8' LANDSCAPE •\ ENTRY �I 2675 / 3 f - COURTYARD WALKWAYS RN RA�LR CONTRACTOR SHALL VERIFY LOCATION, DEPTH AND PLANTER \ \ �, o'. i SSMII RIM 27.69 Mil 53183AND PATIOS X225 C Vi 2 &25 x ;,.. •, 4 n r� n �\\ p , \ p� IF 8 PVC(F &W) -21.44 a NpRtHE SIZE OF 36 x 60 CMP ARCH PIPE & BURIED 8' SIDEW E?. v 1( `w"^`"; R I • 'T } IE 8 PVC(S) -21.34 - ee3 �S \ ROOF, FOOLING AND MINOR YARD gVEi1.�N - ' STRUCTURE" SHOWN IN FADED LAYER ON PLAN ON az c\z az ` -, 144 = 8 DRAINS N® NOT YEEf SETBACK �r1�! + REQUIREMENTS PER KCSWDM 4.12 i HARDIE AVE. THIS INFORMATION WAS TAKEN OFF STORM EASEYFNT FOR EXISTING N'" 1 \ I - `"• / PVC 0 QSX •, ` � r�3 � CITY OF RENTON AS -BUILT R- 21650A. ARCH PIPE EASEMENT EDGE Is v C . , I .. z� • .« • 112 LF = If ' 2 7.5' FROM CENTER OF PIPE (15 �I) \ . �\ - _ - \` -- PVC 0 0.5% MAX EASEMENT 1WDTH) � - - - -- \ I � DEDICATE BACK NEW v 70C� :.. vv 39_ SIDEWALK 2� �0.9Q v" v vv Iv i_ DOSTING CEMENT v ._ 21.22 SDMH RIM-22,72 CONCRETE CURB AND fv60� V�v 22 - \ PIPE i�. ,i� IE 12 "" CMP(W) -17.42 GUTTER TO REMAIN v X ❑ , IE 60 "" CMP(N) =16.12 IE 60° CMP(S) -16.02 C( RIM 70.0_0_ _ _ ash A v _ _ \� %1 GRADING AND DRAINAGE PLAN 1 I �° ..W 1i R- 314405 CITY 9F RENTON C e11GIIVEER®VG 250 47H AVE. S., SURE 200 MMMOS. WASNINOIOM 95020 PMOME (M) 778 -8500 FAX 778-55.34 APPROVED BY: DATE' 7/ APPROVED BY DATE_ •/% APPROVED BY: DATE: APPROVED BY: DATE' W C e11GIIVEER®VG 250 47H AVE. S., SURE 200 MMMOS. WASNINOIOM 95020 PMOME (M) 778 -8500 FAX 778-55.34 MYLAR SUBMITTAL JPU 108/07/14 1=�30� 1.A '°®"°" ""' ®'°' DATUM 4 CITY OF RENTON Planning /Building /Public Works Dept. U13006707 RENTON CENTER SENIOR LIVING 625 RENTON CENTER WAY RENTON, WA GRADING AND DRAINAGE PLAN 07/01/14 PERMIT RESUBMITTAL JPU 107/24/14 PERMIT RESUBMITTAL JPU o7 01 14 PERMIT RESUBMITTAL JPU 04 30 14 °""e aIC Mot C5 PERMIT SUBMITTAL JPU 12/23/13 amva a0u>owc s Nor x rw NO. REVISION BY DATE APPR 5 7-12 A-NNNNAin