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HomeMy WebLinkAboutR-388317Match Line - See Sheet C4.01 17 ""'17 77 23.25 / 22.48 CONST UC � �, Ridge Ridge nr- - - - - - -y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 \ 22.76 0 23.25 I 22.33 ^ 2285 This cons uction record 2!sl�a opy LUNDEEN 4 has been en11 tc of the st rr6 sanitary sewer (Ind I 3 o N N SD#A7 CB TYPE I SD#A6 CB TYPE II - 48" o rim eleva oe§ were obta* ed R' M \ p w 23. 4 23.25 c z N:170072.76 E.129 757.92 01 N:170200.54 E:1292763.03 I COUGHLIN F-�RTER LU EN, INC c \ EM17.42C14212"(IN)W RIM I accuracy rgompleteness of uch �, I J - IE=15.75 12 (IN)W /� I o SEE .42 12 (OUT) IE=15.75 12"(IN)S o SD#A5 CB TYPE II 48 N:170327.44 E:1292769.75 I (�,P) c� I IE=15.75 12 (IN)SE I RIM=21.63 SEE15.25 DETAILS (OUT)N N I IE_14.38 12 (►N)W o I 23.25 I (�P) c4.1 I IE=13.88 18 (IN)S IE=13.88 18"(OUT)E / I mI 28 LF 12"1 SD ® 1.3% 127 LF 18" ISD @1.1% J F- / 22.05 Cn 0 �1I 22.69 22.0 22.2s 2 g i 22.28 22.07 F 2.8 j / 22.41 22.72 23.17 23.25 n Or 1 22.84 c w P / I / W c // cri /, F- 23.25 N / I 1 o I I o � Joy / zr / � I , m� � � I Iw N 2.1 I / C M I / I I 1 I W I I I C I I 2 .25 N I I I I I I 1 I kWIT LIMI / w«i yr "03 o0 I T / � I llwllc 2.14 \ I� \ 23 09 \ \� �m X I 071 / W z 111 1 .0 23.25 7.671 1 1 � r II / SENSE LIMI1 man �a. F- r_..II 1 � I � I 10 \ 23.00 23 +7ii 26.OR •. - � I t rip M I Ex 0 1AIrl, ter'IT, I a / Ex SMH iE= 96 m Fr, �2 25.67 4.15 25. 12 /. 26 26.1 4 2 .54 - w a 6 5.4 , S o ;' I IME* > 11 Il D N _ 0 22.7 25. 1 -rj c m m/ < c.� 11W1'I I � f I m I '2"z REqbRD RAWING 1 In Compliance W/ City Of Renton Standards o Approved By: Date: _ a AD fil prepared y COUGHLIN ORTER ec field erified inv rt and rim el ations Approved By: Date: _ r ain s tems. Fieldverilfied inve and PANT US, INC �n July 2017. Orov a any warrantee as to tie Approved By: Date: _ at'on ri rovided by lothers. Approved By: Date: _ A F- O r 0 F- 1 m J I I irk ICI / 97 22.54 21.61 --- --�� -----�-- -- - -� �( / • 22.24 22 28 N:170296.70 2852.06 21.46 I 0 / 22.31 �\ - - 2219 RIM=21. 6" IN SE 21.40 , �� 21.38 / ( ) 21.56 oa �o� I I IE=18.5012°(OUT)E -1 � 1 22 2 .92 22.30 ( I I SEE DETAIL / t O - All \ I (TYP) C SD#E2 CB TYPE I // 22.0 L - 21.67 )p N:170090.84 E:129 47.25 0 ❑ I 2 .77 1.69 RIM=21.19 LF 12' SD @ 0-5 ,� IE=17.1512n(IN)E �ti I - 1 l IE=17.15 12n(OU N 21.24 21.58 ® �� - 21.75 30 SEE DETAIL 5 a (TYP) c4. - N I v 23.0 3.00 o _I I nCp � --FTG FTG----FTG----FTG ---FTG-- -F G----FT - - TCr---FTG---- TG----FTf� I l O 1 FTG ---FTG---FTG----FTG---I TG-, :.:. Cry W w HI PNT 1.44 ® 21.58 I ' S E 702 0 12284.8 `a A C RIM=22.49 ® D 7 7 E: 2 28 1.0 IE=20.51 6n OUT NW \� ✓ \ I m E=16.85 12"(IN)S SEE DETAIL 12 CONNECT �TI G o y� m 1 I =17.35 6(IN)SE (TYP) c4_10 DRAIN T�STOR I I l r 1 :., r L--� =16.85 12°(OUT)NW SYSTEM -FTG I I S F' SD#E3 CB YPE I I o IA AREA DRAIN SEE DETAIL c� ® b' 22.os N:170087 72 E:1292908. 0 Z 0137.84 E:1292876.81 5 LF 6n SD (� 2.0 I I RIM=21.1 i I b � IM=22.461 IE=17.77 12"(IN)E I =18.46 6"(IN)E / 6n STORM POC�''� 34 F 6n D @2'0% IE=17.77 12 (OUT)W I =18.46 6 (OUT)NW IE=17 88 / SEE MECHT PLANS I N' FOR CONTINUATION I 11 / 6" SDCO 22.09 WE I B AREA DRAIN / RIM TO GRADE I 2230 _-170136.90 E:1292923.75 IE=17.65 OX 1).86 IM=22.44 / IE=17.65 121.42 ^r =19.76 4"(IN)E SD#A4 CB TYPE II - 48 I N `� I 67 21.93 I . p I =19.76 6 (OUT)W N:170320.58 E:129 17 R EE DETAIL 12 RIM=21.15 nP) c IE=12.43 18"(IN)W \ CD ?r IE=17.62 12" IN W - . 22.65 2 •8I L 57 I IE=16.96 6"(IN)S 22 SD#E4 CB TY 1 21.15 HIGH PNT/ N:170084.74 E:1292985.01 O IE=12.43 18"(OUT)E T RIM=21.10 4" PERIMETER IE=18.57 1 OUT)W FOOTING DRAIN 22.53 �1.84 I ; SEE DETAIL 4" SDCO n c� � � 22. 4 SDCO � rn I 1 RIM TO GRADE / RIM TO GRADE IE_21.16 \ IE=20.40 I I r- L I 1 U 22.28 IE=21.16 SEE DETAIL 10 I I 4J IE=21.16 (TYP) cI I 1 / 0 SEE DETAIL 10 / .83 1 (TYP) c4.10 5 LF 4 SD @ 2.1 ° 22.7EI 0 2 BC 21.053 4 5 LF 4" 21.50 23.00 I I I I 1 i 1 SD ®1.9% 4n STORM POC 2 91 I N� I 21.66 TC 22 22.55 4" STORM POC IE=20.50 BC .18 IE=21.25 22. SD# G2B CB TYPE I L - 21.75 SEE MECH L P / 1 o c 22.29 SEE MECH'L PLANS=--" �; N:170034.42 E:1293 9.60 BC 22.29 FOR CONTINUAT 2 .83 I I I ® RIM=22.35 . 12 LF 3 FOR CONTINUATION SEE DETAIL N n 21.95 21. 9 SD, @.2.0% Building i�i (TYP) C4. '� .`..' w'. 21.44 22. 0 22. III 1 IE=20.18 8 (UT)E 1:96% TC 22.35 23.00 - - - °O BC 22.35 n - 23.00 I I C I J SD# G2A C TYPE I 10 LF 3° 3 -STORM POC F F- 23.00 22.3 I I 1 J \ N:170032. 8 E:1293043.59 IE-21.60 c 22.30 SD (� 2.0% SEE MECH L PLANS 2.91 0 1 l I i 1 S RIM=22.3 21.50 21.73 22.30 22.55 ' -FTGi 1 - - - - - - _ IE=19.5 8"(IN)W 21.s5 TC 2 . o n FOR CONTINUATION SD#A3 CB TYP%��4 22 1� l I U =19. 8"(OUT)N 21.55 BC 22. 3 SDCO N:170315.33 E:1\2>9� . I III 1 S AIL TC 22.07 RIM TO GRADE RIM=21.38 I III BC 21.57 2 . (TYP \ c` o SD#G3 CB TYPE I IE=21.40 IE=11.28 18"(IN)W I I 1 1:170080.62 E:1293 2IE . -21.40 IE=19.74 0 4" INOS I 1 I 22.32 SEE DETAIL 10 � I RIM=21.14 � IE=10.78 24"(OUT)E p� IE=18.90 8" )S �4_1 0 SEE DETAIL \ 10 (TYP) _1 0 `P 21 4" PERIMETER c�� I , 22.23 ® 21.6 0� 1 FOOTING DRAIN 5 LF 6 SD @ 1.3 ° SEE DETAIL 6" STORM POC I I 2280VL l 1 22.2o i C4.11 IE=8.13 SEE 1 MECH L PLANS22.21 1 n.41 2 s IC 22.80 FOR CONTINUATION I BC 22.30 F - - 2:1 MAX S OPE I I 22.0 O S #HD AREA DRAIN 22.02 21.05 ,� SD#G2 CB TYPE I N 70125.60 E:1293108.31 • I 1 M 1 23.221 N:170056.38 E:129310 .34. 6 SDCO 22.13 RIM=22.59 RIM TO GRADE I TC 22.80 RIM=20.91 22.85 I IE=20.22 6"(OUT)E IE=17.69 ' BC 22.30 1 1 22.80 1 22.02 21.10 IE=18.38 8 (IN)NW ...� 22.69 IE=17.69 l /1 _ IE=18.38 8 (IN)S 22.19 I 2:1 MAX S40 E I MENEM Match Line - See Sheet C4.03 - 22.96 22.60 - - - - - - 22.60 222 - - - - - - 2 . - - 22-7 - 22.17 22.0 / ® SD#A5A CB TYPE I 21.8 i er N 21 N TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C O U G 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 03/15/2016 CSK-001 (change layer and color) NOTE: SEE SHEET C3.13 FOR DRIVEWAY PROFILE NOTE: KEY MAP: 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 - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS ® SEAL GRAVEL PE �p�L of ROCKERY W CURBING ti �O� CONSTRUCTION LIMITS LIMIT 36936 GIST1✓g WATER LINE W ONAL S C152268-03 SAS 05/04/2017 STORM DRAINAGE LINE --SD SANITARY SEWER LINE--SS- POWER P -P- TELEPHONE LINE T T_ Grading and Drainage GAS LINE G G Plan TREE V ° WATER METER/FH ® AIR - STORM CB/MH L -J ® • SEWER MH/CO � ) o OO GAS VALVE/METER 9 0 C4002 STREET LIGHT o ❑ R-388317