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Home My WebLink AboutR-406212J a_ I-- O U) W 0 z Lu N w w U) A PORTION OF SE 1 /4, E 1 /4, SECTION 32, T 0 0 C o - O - 99 B 0+ 0.00 o fI I l I I 1 I I I O C aR O1 O ,o + o � 0 U-) + 1 O BOC END, EL=Fqi9-4i 510.28 I U 116TH AVE SE im 1 STA=2+99.21 ,- CW END, EL=510.26 22.5O'L ,,. ` y.G c SIDEVAX 116TH AVE SE """` b,�,� 4 o STA=2+98.92 0weM 30.501 > ' �..T I. BCW END, EL=510.3-+ 519.0.3 STA 3+00.00 116TH AVE SE LAD IS 'E _ INT. SEE 188TH ST STA=2+98.76 °" ""'"` LFr OF a9 uo 35.501L I slasa�S1 o + BOC, EL=�44 43 510. o N 116TH 74 STA=2+7 74 i --__�. I o 22.510'L + BOC/FL, EL= I 509.95 -r ' 116TH AVE E STA=2+70f74 22.5i0L BOC/FL, EL= 510.2r� 116TH AqE SE STA=2+p4.74 I I 21.501 I j BOC, E L =510.71 116TH A E SF STA= 2 + N. 7 _--_-- 22.5 ,L , -____2 37Lf PVC(', 27 LF 12" PV (PUBLIC) @ 15.48% TED INFILTRATION �516.Q2 1 I 111` 151 1. CB #9, TYPE 1 RIM=Sq S.9S 516.59 -6 IE(NW)=5- 9� 514.66 1 STORM OUTFALL ' STA=1 +99.33,17.56'R LO 4" PVC IE (E) = 514.58 I 1 I I 1 I I I I 1 I i I 1 I I 1 I I 1 I 1.73 I 517.77 BOC, EL=�_r I STA=0+94.71 ; I O/S=14.5051698 BOC/FL=S i STA=0+88.71 O/S=1 4. 51 .00 BOC/FL, EL STA=0+72.71 O/S,=14.50' �� ... I � eun -,J N Y z J Q z w U wz , \0 R 0 m !ux Q.Iy�.mu \ s.„ Su N N1Y DWY Know what's below. Call before you dig. I I I , I U U U C/n) N O V) 1 0 o + -, OI 0 ILIC) % o ;u) + �2+8RiWsie.si PUBLIC SDMH #3, TYPE 2-48 COR STD PLAN 201 � (MATCH EX.) 510.59 OWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA �J U U 1 + 12"IE(W)=�$Cr 502.46 � ' -$6 z 12 IE(N)=6- 502.30 STORM OUTFALL STA=2+80.50,0.00' 1 I NOT C( \ I `YPE 1 CB W/ BIRD CAGE I M = 54-4-99.511.65 " 12" PVC IE (NW) = 507.31 1 8" PVC IE (S) = 508.32 o I 40LF BIORETENTION 0 o W/ 8" PERF UNDERDRAIN 10 + 2' BOTTOM WIDTH o N 1 1' DEEP W/2.5:1 SIDE SLOPES 0 18" OF BIORETENTION SOIL MIX 12" OF SAND 512.59 18" OF GRAVEL Q PLAN7iNG PER LANDS%APE PLAN 512.25 !-,START BIORETENTION I EL=51 1.30 I o RIM=512.94 ,n 2" CMP IE(N) = 509.79 ± 2"MTL IE(V1/)=510.21 CB + RIM = 513.00 N 12" MTL IE(SW) = 510.17 \ 1 12" MTL IE (S) = 510.13 R35.00' CONSULTING ENGINEERSPLLC AOPCIVIL ENGINEERING APCE@APConsultingEngineers.com (253) 7374173 PO BOX 162, AUBURN, WA 98071 PROPERTY LINE q ROW (116TH AVE SE) (PROPOSED) & CENTERLINEPOF EX. PAVEMENT PROPERTY LINE I (EXISTING) 30' EXISTING HALF R.O.W. I_ _- I 5.5' DEDICATION 5' SIDEWALK PER COR STD PLAN 102 8' PLANTER STRIP MAX. 4H:1 V FOR AT 22' LEAST 3' PAST BACK OF SIDEWALK -6" CURB 1.5% NEW VERTICAL CURB & GUTTER R COR MAX. STD PLAN 101 PROPOSED GRADE I SAWCUT EXISTING PAVEMENT EXISTING PAVEMENT REMOVE 2' (MIN.) EXISTING PAVEMENT AND REPLACE I WITH 7" OF HMA OVER 6" OF CRUSHED ROCK PER COR STD PLAN 103 -3.5'- - +' XISTING 12" STORM (TYP) NEW 12" STORM (TYP) 116TH AVE SE (MINOR ARTERIAL - PUBLIC) 7� 7'ES A - r >,, 43211 b /STERN �S10NAL E;rS STA 1+51.16 TO STA 2+99.21 Scale: 1" = 5' 509.91 509.97 509.09 509.56 J�-, 9.97- 51 n n.� n nn 1E SO -WALK D LID 9 m I MATCH IX. SIDEWALK AND CU B ELEVATION I 508.90 50 .46 inn -71 I 509.33 503.99 i0% 00. 00 5'09.40 O ��p J,3VO 00 6.00% \-oil \ 5 9.08 \ I inn no ' 509.67 5 9.23 1 t- 510.52 D I 0 10 I AS -BUILT NOTES: 1. AS -BUILT INFORMATION ON THESE DRAWINGS IS BASED ON INFORMATION PROVIDED TO APCE BY SADLER & BARNARD & SURVEYORS AND ANYTHING NOT SHOWN ON THESE PLANS AS HAVING BEEN CONSTRUCTED DIFFERENTLY FROM WHAT WAS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS IS UNDERSTOOD BY APCE TO HAVE BEEN BUILT PER THE APPROVED DESIGN PLANS. 2. OTHER THAN AS SHOWN AS -BUILT CHANGES TO SURFACE ELEVATIONS ARE NOT REFLECTED IN THIS PLAN. 525.00 -1 - r T '-I -1- T i -I - I- i 1 - I- r 0401 `""I- T -I - I- T- �I I r r T -I - l- T f 1- T- T 1 - f- T Z -I - T- T -1 - I- T 1 -I - I- T -I - I- r i -I - r T -I - I- T- T -I - 1- T -T 1- I I I r T- T I I I I I I I I I i� 525.00 I I I I I I I I I 1 1 1 G L--1-- -L- L. -L-J--1-_L-L--' --1 I I� I I I I I I I I 1 I I I AQE IN=- 1 1347 I I 1 11 1--'--1--L- D��-f �j� I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l 1-- 1--L 1--L-J--L----L-J--1-- 1--L-J--1-- 1--L--I--1-- 3--'--1-- J-- ' 1-- ' 1--1--J-- ' I--L-J-- 1 1 1 1 - i 1 I i-� I I I I I- I I I I I I I I I I I I-� I I I I I I 1 t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I L+- ----I---1-- --I-- -- ---+--H-�--�-fit'-G 4S-TA- T 141. �31 --I - --I----+--I-- -- - --+--I-- -- --I-- --I-- --+-- - ----1--+-- - -- - -- --I----+--1----�-4--+--t-- -- - --+--F --+--�--I--+--1----�--h- �J 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I rT �Tq 1'-50.611, El_=1,1 31041 I I I I t I I 1 I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I ( I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I -r--1-----r---T--r----r-7I--T--r--- I -r-,--T--F----r----7--r----r--I- T--r----T- 17 -1--r----T--r-71--r----7--r---r---- r--r---T---- --r- 0 OC,--r-- - ------T--r-----,--T--r- ------T--r------F-1- 1__L____1__L_1__L____1__L_J__L______1__L_J__1____J-501 '1_�(�__L_J -L_J_____L_J__L__L____L_J__1__L_-I--[ I I I I I I I I 1 1 I I I I I I I I I I I I I I _L_J__1__L____L_J__1__L____1__L 1 I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I ` ,J I J- 1 ,�, I I I I I I I 1 I I I I I I I I I I I I I I I I I I I IGR�DE 06T- 1 108k I I I I IN_�- 11.081 I I I 1 I 1 I 520.001--� -� - I- t -i- r + -i - I- t -�- 1- t -i -I - I- �- -t -i - i- _RAPE r- t 1 -i- I- t- -t -I - I- t -i -I- r- + -I - I- t- + -i - i-FtC VPI 7_44_6;82fi Et=11-0413 r t -i G�Ao -6UT�-1�.0�% I 1 520.00 -T--i--4-----T----4---,--i--�-4 -r-,-- }----4--r--j--T-----r--�- 7--r--I--T--I----r---T-----T--I--7-----T-----r--�--T- �T-�TAr2&&;8��=1-0T--1--�P6T6��4-+�q-,-ft--O$ 94 --�-T---,----j--4 LI I I I I 1 I I I I �---1-------1--1--� -�--� --�- I I I I I I I I I I I I I I I I I I I I -�--+----�----� -----�-----I---+--1---------I-----�--+ I I I I I I I I I I I 1 I I I I I I I I I I I I I I I ILO ROINIT: 2+ 6. 2, 1EL$5110.06 1PT' ST� 3�+27L 44, L=150 .1 I ' 1 I --I----� --�--�--I-------�--� - 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AS -BUILT REVISION CPH 1 11/22/23 DATE I APPR RVEYF7. VERTICAL. NAVD R•ee SEE GRAPHIC HORIZONTAL NAD 1993r199' ~WN ONE ECKED INCH DATUM AT FULL LE IF NOT ONE INCH .. SCALE ACCORDINGLY CITY OF RENTON rlanning/Building/Public Works Dept. R-406212 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PLAN SET HAEV N RIDGE SHORT PLAT RENTON, WA ROAD, GRADING & DRAINAGE PLAN 05/27/2020 F-ELD800K FAGS DRA'V.1'. 080-18 SHEET 'iF 12 23 O 0) 0 O rn WA u') O N 0 O O 00 Q J 0 0 0 r; QR