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HomeMy WebLinkAboutR-388324Match Line - See Sheet C4.02 IN MENEM MENEM MENEM WOMEN MEMEN MENEM MMME:"5 ME MENEM MENEM MENEM MENEM 07 - MENEM r o FUL - 17 - - - FUEL _ _ -L - . _ h2" E4--� � ` T _ r SEE NW RAMP LION 4076' 2')7. m DETAIL BELOW I ID "_ __ S �o - .74- -5 2 . 70 4 ' . i26., / I �/ 25.7 5 O� �-� / / N = O 27 92 - - \ Match Line - See Sheet C4.03 E � \7 I �i A�41 MEMMI � � � � � � � � � � � � � � � � � � ' CONSTRUCTION RECORD DRAWING \ 7- - 1-1 - - - 7LUNDEEN r�,.�•is a co �o a eoared v7COUGW SORTER Approved -By: FUEL FUEL FUEL FUEL 12" FUEL FUEL F L RY rVL"Cpr rvLFUE and has been entitled to reflect field verified invert and rim elevations30' YMPIC PIPE LINE\CO. GAS EASEMENT, AF 5927062 / Approved By: (i2� Y AF 62559�2 FOR 2ND PIPELINE) -ow orm, sanitary sewer and water main systems. Field verified invert and _ _ uNE 4;: tion e -0btained-by RYAN COMPANES- US, INC an -July.-X17. I - -7 DMHLiN--PORTff LUNHE", C -does p rovider arly--warrontee-as-to-ft -*row&By: \ 3 OPL 3 3 3 3 accuracy or comp a enss of such informati n provided by others. E roved : \ Low POINT \ \ S DETAIL��BELONV2') s SS ss ss SS s SS SS Ss ,� - - - SS MH Il a� 25:54-- - - - EASEMENT RIM 22.63 L .17 O 12" WTR M 12" WTR O 28.38/ / a \ \ MATCH EX O / NV 27.58 \ 0 I cn L 27.71 O _ _ z U 4••) \ . MATCH EX 25.54 s . •='� _ MATC Ex / MA CH EXtWEA _ U� II _ MATCH EX 26.73 r / / 27.03 _ ' SD SD � � � � `�' LSD SD a 23.73/23.68 / M CH EX - < 6.85 _ / 6.02 23.84 24.19 23.95 24.3 , N - 2.7 \ I� - _ = 6.87 MAR. EX ' \ 01 • _ M H EX 1 26.6 _j 26.95 M TCH It 25.47 ATCH-Tow - - - o ow 20060 17000699 30" RCP E-W 4.2 Lj .° •... PJB �-� C� Q \ 25.47 24.82 3„1) OON S MATCH EX GRADE \ M y 9TCH EX \ GRIND OR - \ \ \ 1 .31 � IN \ \� \ \ Sp \\ THIS A E�1 S'vO \ \ \ \ \ \ P _F_1VEEDI2D _- - _ - _ \ \ G \\ \ \ 3 D \ \ 24.68 24.4. -LEND AS SD \ \ \ \ F BR �4.4u 3"D / 26.0 5. 24. 24.57 SLOPES \ P T V FBR- 9 4 25 33 2hv32..'. G 1 S 0 / 2" CP E 23.22 D MH T qS 51 P 26.75 ,, .'.. ATCH EX / / P TI RIM E \ \ 'LI \ \ \ \ P I 24.86 4.66 78„ 23 P \ pis \ \ \ S \ \ \ \ \ \ / 2 26 AT ( IINII 24.94 `�F 12» CP P W 20 08 T m / \ \ HEX "18„ CPP E 20.06 72„ Cg TypF CqS 2 - / 20. CP/1 E 7 \ \ \ \ / I M TCH EI( GRADE SE_ SE RA10ffL 5 sE 7g2 88 T i \ \ \ \ \ _ / I k I / DETAIL BELOW �sPyq g8 e T c 3 D \ \ \ \ \ \ \ \ \ a WTI <aIK 72 , LP I N cE 3"DJ SEE SW RAMP DETAIL BELOW 9 v v Vv A v \ \ \ \ I I / / / \ 26.26 \ / C I U I I 3 ,B 7D ' I �' I / I I I 3D 3D / CULVERT, 6" PVC IE E END 20.90 I I I Iso II I I I izz,� / I ' I I I I % I / /GEE 13 83 1 I I I Su I I I / 8" � VC E 21.43 I I Im (cuLVERT, 6" PVC :.r \ R_ - °-. p / sue- 6 7 / F SS u. 7 F sp\ -2974 _ - - _ - 2 45 _ _ p - - - 27.14 / - - LIM126 I - °.Y _ / ° o 26.0 ° too 27.26 .. 27A 8 D p . D 8.46 / 27.N ° . 9726 27.85- D 27.92 - - - - - - 27.07 / / O - D 27.51 27.17 / o MATCH EX / \ 28.38 / O ' O \ I IE N END 21.14 CB, TYPES- _ 6" PVC N 21.33 NW Ramp Detail TRAFFIC LIGHT I � 1 " = 10' I I I \ 0o Y I I ssOCo I I I m I I \ m 0 ssco's I �- I I I ssco 0 GUARD I I I \� SHACK I I I I I 0 PJB I I I I o\ CONC �\ 0- ssco0 o I I I `I GATE, MECHANICAL ARM � SSW ssco 0 0 ml 1 CONC WALK 0 I I I I I�23 38 6" PVC E 21.99 N I Imo, I / / wo I I I Icn / _, o I I SS MH RIM 24.11 / Q I 8" PVC E 14.41 / I 8" PVC S 14.20 S 12" ,PVC W 14.01 S T �I PVC N 13.91 SW Ramp Detail 1 " = 10' �> 2f?:(14- .. p\ \ \ �\ 3 3 25.9 � \ \ ° ° 26.2 \ \ - \ \ SS 26.13 \`��_ \ e 1 25.54 ' LIMI 25.71� 79610 °.. ` - - 25.47_ MATCH EX GRADE /777 2_� \ 26.02 p. ' o . P 5 5 - ° 25.68 - °p. D \ P,Jg -+ ' s 25.37 .� fl ,25.45 � 25.38= MATCH EX \� D 25.47 C: MATCH EX GRADE A M M NE Ramp Detail 1 " = 10' 3�`♦=� 10111 _ s M - , / SDLU - 23.73 / 23.68 MATCH EX GRADE 23.84 / 24.19 - - - 23.95 24.3 / ° _ MH EX p. \ S V9 s Vo oVLD4:31 OVERLAY FBR FBRT / / p.. °p �S EA 24.01 p' I DJ27� ' TO BLEND R€SSy� b� v op Dp 24 ° D T s D.24.40 ° J / D. - D °p D 4.40 24.68 24.45 D: 24.10 ° ° 14:3 ° °D ° 24.41 24.57 2 A. D MATCH EX GRADE MATS p - ° 24..86 ° I / a 24.94 24.66/�/' SE Ramp Detail 1 " = 10' In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ALL CURBS ARE TO BE 6° CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY i PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING SEAL BUILDINGS GRAVEL ROCKERY - - - Q99 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P _P_ TELEPHONE LINE T T GAS LINE G G TREE �ve 0 WATER METER/FH ® t STORM CB/MH -1 • /1 Q® L_J SEWER MH/CO � ) 0 no e GAS VALVE/METER 9 0 b 13 STREET LIGHT o-❑ C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Grading and Drainage Plan C4008 R-388324