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HomeMy WebLinkAboutR-388320Match Line - See Sheet C4.04 7AI 2106 � � \ I TITLE Fq M 723.23 23.50 70 LF 12» SD % 23.09 \ 1 23.24 \L0NGACRES SD#K2 CB TYPE I 23.08 _`" - 23.00 - -23.02s" D 4"WW - 23.10 .... -_ W 23.1923.09 I - \ - NIM=22.3.03 E:1293975.8W BUSINESS IM=22.66 23.27 23.15 3.50 \ m N U / U I 22.75 IE=18.65 12»(IN)SE 23.12 _ 23.49 I » L- - 23.24 \ \ \ C w _ _ L - - 22.7s \ IE=18.65 12»(IN)W �, 97 LF 12 SD @ 1.8% O `" 70 LF 12» SD @ 5.4% IE=18.65 12° OUT N 23.59 22.99 3.00109 LF 12» SD ® 0.9% /WATE \` CENTER SD#H1A CB TYPE 1 23.09 MARKS 23.46 N:170319.40 E:1293974.82 I / 23.43 23.54 r - ��I I RIM=22.74 » 23.05 J ® 2.77 I IE=19.73 12 (OUT)S ) ,, (RIM=21.90 #K2A CB TYPE I p 2 , I SD#H7 CB TYPE II - 48" 70013.06 E:1294004.16 SD I CB TYPE I ,, �`l 2.75 N:17 152.09 E:1293 75.38 ( I I N:170249.12 E:1293973.93 / M »RIM=.71RIM=22.75»23.3, \ \ \\ / SW 27TH ST &NACRES o19.39 12 (OUT)NW �o'` IE=1 .71 12' IN)SIE=15.97 12»(IN)S » IE=15.97 12 (IN)E 23.19 � IE=1 .71 � 23.49 \ c� � `\ \ \ / AVE SW / 232 SEE ETAIL 5 / \ IE=15.97 12» (IN)N \ \ (TYP) .10 IE=14.80 12»(OUT)W � � I 23.88 23.89 \ I �SEE - (TYP) Ridge e ' C4.1 p ' - � 23.52 23.50 23.50 \ \ C 23.91 Ride - � \ -P yr m I -g-------- v o � 23.91 Ri e -------- --- � 23.91 ° m rCi c> 22.75 g 23.91 F \ / i \ \ \ \\ / \ ,`\ \ r" \ •1• ' JM r J I I - - - - - - - - - - - - - - N v I 22.8 Fri I I / 22. 22.38 1.48 I 23.27 _ ,h� � 23.19 23.30 l \\ � � \\ \ � a� I 23.42 \ / \ BUILDINGRELATIONSHIPS 12.80 . I I 23.49 23.37 23.37 22.41 v \ I \ \\ \ c I / 23.06 22.49 I 23.44 23.44 \l ' \ 1.65 c / I 22.88 2.9 23.23 / U 22.75 �\ \ \\ \\�\ \ CONSULTANT COUGHLIN m PORTER -� N SD#L3 CB TYP I � \\ I \\ D � \ \ � N W N:170009.09 :1294087.33 SD#L2 CB TYPE 1 2.94 I \ I\ \ LUNDEEN N i RIM=22.01 N:170040.56 E:1294092.46 22.57 \ �/24.00 \ _ =19.51 12» UT N RIM=22.67 - \ 21.79 I ) IE=19.20 12»(IN)S / - - _ 22.s3 22.so 23.10 23.82 \ \ 801 SECOND AVENUE - SUITE 900 N - 23.44 SD#H CB TYPE I 2o.7s �, \ SEATTLE WA 98104 C I 22.50'' 22.07 =19.20 6»(IN)E I \ ' r 22.75 22.82 1 19.20 12»(OUT)N 22.7s 22.78 \ 23.49 89 L 12 SD 2•8 � N 1703 1.61 E:1294091.83 23.77 \ 23.00 99 LF 12» SD @ 1.0% RIM=22 6 \ \ P: 206/343-0460 103 LF 12" SD ®1.0% 1•0q IE=19. 12 (OUT)S \ , F: 206/343-5691 32 LF 12" SD ® 22.30 22.04 ` \ I SEE AIL � 23.48 � \ A CONSULTING SD# CB TYPE II.48" l 22.90 C� , I � N:1702 9 E:1294092.19 I 22.99 22.9s c c c c c \ > STRUCTURAL AND CIVIL C I T N:170143.14 E:1294092.48 22.90 RIM-22.45 c c cl - ` I c c 23.42 \ ENGINEERING CORPORATION 6 TRENC RAIN a, = RIM=22.64 22.99 23.00� - 22 2 _ RIM TO GRAD N 21.98 \ - - _ c c IE=17.13 12 (IN)S 2 3 IE=18.15 12"(IN)S c -c- c c / » IE=17.13 12 (IN)N 23.25 SLOPE TO DRAIN %MIN o AI 22.85 \c c C � IE=18.15 12 (OUT)N / 23.25 23.25 _ m I CONTRACTOR PRO IE=17.13 12"(OUT)W 6 ADAPTOR TO REDIRECT 22.9 \ �3.25 23 25 23.25 00 WATER TO STORM SYSTEM \ 23.25 23 o / SEE DETAIL 11 23.25 23.14 o /VI 0 20.48 i , o `\ ISSUED: \ _ DATE I DESCRIPTION ` 03/09/2016 BUILDING PERMIT RESUBMITTAL C > F C4.10 22.95 21.83 F7 � C ��� 22.31 21.22 - 21.31 2 20.95 05/04/2017 NW CORNER UPDATE U) 22so Ci3 �� o - - 07/17/2017 AS -BUILT SET r o 36 LF 6" SD @ 0.5% � , _ _ _ - - a 12/12/2016 ASI #7 - 20.91 it 5.0' RIGHT-OF-WAY I3 �P CD T 0 GA I 0 1 ry---�.�I ��� �T TGAS �G- EASEMENTy DEC v�I �,�,�a� 3 P wALK T T G- GAS - - - - KEY MAP: m -- ---- - 1Z3--1n -I - -� �}}WI 3`i P °' GAS / -GAS ----- SD- N11-1� _ 21.3 - -�- - _ - - - - - - - - - - - - V m 2 GV - o _I 1.25 �} - T GAS T G�-GAS O-� �` � GAS -- - - vvv�� vm L - - 3 - MATCH EX wA6as GA�s, , - - - - - - - - - - r,, 3 P GRADE _ ----- --o� o 0 0-0) � r- n ` _ _ - v iv_ v_ rl, of P U o CA GAS - GAS - - I ?rr �!� Ivin o o No z � r o s o cn �111 -Uv 000 ono MATCH EX GRADE 6 ° 25.0- m ��� -M W M ��DQ0 cn MATCH EX GRADE co- � W W �- - p - � � _-- SSSS ------------ SS - ��--- -- - SS SS SS SS „SS SS 3- _ - - D ss _ 72�-` _ PROJECT NUMBER m �2 s - ss ��- o z o J,m(-] 0 Oakesdale AvenueW- D _ - DRAWN BY -- - - - ISSUE DATE iv /D SS 1Q$°°----�5 O � �- Ss SS --SS--- - - E M�'� / SS - SS --.� S�---------- --- WALK m E P� E _--� SEAL SS SS SS 108"SS SS ��� ---- ------ -- E P E---�-�- E E E _ - booms pz ti I'Tl N m CO - r n L / - (1 F' ��i. � 36936 V - I Call before you D 8-1-1 SHEET TITLE / NUMBER 0 10 20 40 Of 1-800-424-5555 Grading and Drainage I ROOM UNDERGROUND Plan SCALE 1ff=20' SERVICE (USA) NOTE: In Compliance W/ City Of Renton Standards ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 CONSTRUCTION RECORD DRAWING Approved By: Date: (IF GREATER THAN 3'). ALL STORM PIPE TO This construction record is a copy of a CAD file prepared by COUGHLIN PORTER CONFORM WITH CITY OF RENTON STDS LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: Date: of the storm, sanitary sewer and water main systems. Field verified invert and NOTE: rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the ALL CURBS ARE TO BE 6» CURBS UNLESS accuracy or completeness of such information provided by others. Approved By: Date: OTHERWISE SPECIFIED. C152268-03 SAS 05/04/2017 R-388320