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HomeMy WebLinkAboutR-215202A PORTION OF THE NW j + OF SECTION 19, TOWNSHIP 03N, RAs�GE 5E " -3-"1 24.34 (EX) 23 5 / 3 1 CONCRETE 24.27 (EX) O.e L�C'ONs7.eucrEo, 451VA CURB 2 6 W4,3 n.vtat o FQOM 2 6 DRIVEWAY LILY PAVEMENT SECTION �/ - 2 SI EPS IN i>, 23.70 1;2 2 �_aJ = _ HEAVY�RAVEMENT CONCRETE WALK 5' WIDE x 47 ICK 2 8 Grady PROPOSED WATER _ SECTIO 2 23.70 I W__- - - SERVICE x'66 1111 - 0 23.J0 - A -A _ S , .. 2 A EX. S/W 2 8 3D X3.30 SEE SHEET 12 / ®24.14 X3.34 2 2 2 - CB#26 (TY P 2-54),:.�'� RIM=2136 21.43 8 .98 CB 23 77� r 29.93 2136•' LE. 13.13 r1 RI ii-6� ,� CB#25 (TYPE 2-54)� 8" I.E.- 8/ 22.80- �' ,E 18.66(c✓) 22 50 .:,1� -\ 7 `22.10 RIM=24-.56-2%4.6 /. - S(S) s -3018 7/!s _ LE=/9.48 > %48)72:00 2200'. 55 �15'. � 2150, P�MITS' x..22 I ") i3-3�/3217 1.90 I 2� q.7. I .,Agq.. S. -..-. 49! . _...{ f -. 21 80 ... 27. � F $ p. -- __-4-22 35 - ./ -:_ CB 28. ^ , _ END I 23 1.80 21.90 - �- _ ... ® & �F 27.45 RIM 21 10 2L - 21 40 - _ OF CURB ._ 12) r -aS 21.10 2.00 SoLF 72' CMP 0, f - 22.35 - fF--22.35 - 2.30 :. (/L T - f ♦� 1 .-.- ` 1 - . 2.1 I , /. -. zz.3o� --F-r 2i.75 2) `� 21 �o... Q 25' o l _ 22 35 ,. - 21.50 2 11-21.90 40{.. 28.30 FF=22.35 FF=2235 - ���� 2�I7 6 =ST M LINE NNEC _ 21.6 = " - IN. ... �I X21.70 D N 11 � _ � BUILDING�AR'!F_E"A_ - _ 'CT�CUkH - 21. 22 ( 12)DOW6U7T LI ES PROPOSED 6•' 1 _ _ 1 HEAVY PAVEMENT 1 PIPE ` SIDE SEWER ._� �_ 1%. 1 SEE SHEET 1 21C69"Z9 � SECTION 2 25 SIDE 2 2 8.�/,ro 2 - `� ,¢ti=19.74= _ - REGULAR PAVEMENT 2 �- N. 12•pDS�% 1 CONNECTEDt5-6¢ SECTION . -x-21 90 LE /2. /i✓ � /B � 2 8 i ADS (N�7-2}'D 1N AAROU 21.40 �\ �� /.e.-f2.� /w) �' _ -- B iD T(�EOUNDATION DRAIN ALL AROUND 22.35 #- 20.22= 2 8 SEE SHEFi19 -_I� --_ - 0.5�. RIM=�:�&'= THE BUILDING.RES_ RIM=2i.56 2t 25 '4- `` �� a:._: 22 1 1, 235 -1 ADS N �'A _ Z.Q� =6" LEE-�6i 0&/¢ 67(WJ . CURB EXTRUDED CEMENT OVERFLOW= I -p 36' LE - 2 5 :_ 1 .. .. 23.35 _ �•� . .. 6� 12" LE.-4=rr�f� 005 �tF3fi UMP, �... 256 i,. _ 4.72 C6 16-49- LF 12" I ADS ®&SB%SQ F 7z CMP . 22 ND" C� :. _ ----- - - - ----- �Q CB#8 1 (N-12) ® 1 73 1 ADS 21.80. IM# z/ .'-. 1A1 I - f . �E1.. _j RIM -48-37 /6- 30- - - .-. `22 '�.- 1 RM 78 13. OfNfs✓) _ 1 _ IZ' 1�387le) 16 LF 12" TADS -.� r� i la .. { '..5 2 6.-. I.E.- s ) --.- -- 21.85 .. Qa113.6 � , - - .. . - C 23 TYP 254) � ' ' �5 LF 8 ADS 120 _ RI ��ov 2 13 oe2 8 (N-12) 00:58' _ 12 DEEP DITCH WITH SEE �i5, p'�7 - ,E (72'0 -13-3- SEED --- .� 43/ 1V SIDE S PFS - SHEET 3 1 0' .. .. _ @ 1% SLOPE 1..0 _ CD _ SE2SHEET 3ESTRICTO �... © - N 13 LF 12' ADS I - m NHOLE 1 CB 17_ -- g _ _' ► o =i 101 RIM3� _ J (N-12) ®3fl5Y ,I - _ 0 FLOW=! } 3gZ 2/ 20 '+9& LF 8' ADS ,_ - 2.08�: L. p Q N 12 ® 0.38% f -/� Znf.J) _ _ ' _ _ - - 36' E i-4-3Bf4 B / ( ) NOTE GRAN/NG PREPARED PER ;E -i 3&- © _ - _ = TOPOCRAPMC41 5UR✓I,Y SY fa-zzls) C, #16 (TYPE 2-54) ," , 2035--- �' 17 57= - a - RIM=4-9-8F} f9-77 _ I.E. 4&00-= oNsrTE Lallo oEUELaP,uENY' �I. #14 (TYPE 2 54) 8" I X68 Lb 72 SEE SHEET 4 _i alum( e'ttoon srte)� £rec,nc 36"R i 39 13.07f,3T,}f3G'LE 2055.-.-.- _r 27 LF 48" CMP 57 LF 48 _i/ 1 '�/E f3 - S 2 _.� �." LCT CB 7 _ L -CMP ®B9®Y 0.32/ 2 g `� - RIM=i S&17.55Q ��th S� LEGEND 85 l v -CB 15 (TYPE 2 54) �NT10N PIS x-00% + SEE SHEET 4, - I�, . PROPOSED R 1�/ LIN RIM_e7e18spRM D�u4 P ® p.o�/ ' / - = S ExisnvG ka��sFo / 1 �6Ef r.✓.E y2sS EF�'l NOTES: 2 +4B _ SURFACE DRAINAGE SLOPE $ •-CB#6 / Y. /�' _ = 1. ALL UTILITIES (UNLESS INDICAT,';' BY STORM SEWER -SD- /�("CB 5 - S€E SHEET -4 SURFACE EVIDENCE) ARE APPROXIMATE. SANITARY SEWER MAIN -ss- �' #WA77R MAIN -W- ,� �_ SEE StiEET 4 2. ALL ONSITE CATCH BASINS SHALL HAVE SEE SHEET _s��i 12 0 ' t 1 Datum: O ACT AS NHOLE Lm • A DOWNTURNED WATERTIGHT ELBOW CATCH aAsiw � _1 _ INSTALLED ON THE OUTLET T MH DR ce RISEMITY MA I CB# - ✓ - - - Ver Ica a um: AN OIL/WATER SEPARATOR. r TELEPHONE RISE,? SEE S ET 4 - CB.#4J = _ City of Renton 3. KEEP ALL SURFACE WATER OUT OF WATER Mf -,FF 0 ':.S - ET 4 WATER QUALITY INFILTRATION TRENCHES" 20 40 WATER VA UE B.M. #1087 UTILITY POLE � FIRE HYDRANT JR UNTIL PAVING IS COMPLETED. LIGHr POLE S�E SHE 13 _, - - PoweR.Rpl p 1e of ar. �o "e t 4 OTHERWISE ALL CATCH NOTEDS ARE TYPE 1 UNLESS SCALE: t^ - zo•-o" /-21.90 *Storm system in alley converted to privately maintained through street vacation VAC -1 5-002 Sen nom. xw. & S..W..721h SL5. ALL PIPING SHALL BE CAPABLE OF H2O spar cL vAnoN CONTO✓R �/ (EXISTING. R/W LINE REV- lzss' LOADS. BFX.,7 7W, 7D CITY OF RENTON FC-R,'L'F 0W',L DEPABPME" or PVT11C worm WARNER ENGINEERING Q�� yF _ d%//qy SATURN AUTOMOBILE DEALERSHIP �p SITE GRADING, PAVING AND STORM z H �GElV �: 6/23/94 5122 Olyrrpc Ur. NAi Office cEw E. Su to B2N Fax 200-858-85y9 S/oxaL ! AS-BU/LT Ur1L/r/E5 /!46 /o Giq Harbar, 'dV.A 98335 exi>mEs9/z+� a 9 F 20 2