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HomeMy WebLinkAboutS-411501CN O 1 IJ W 0 g a W W w 3 I I I I I I\ I R-4 T.L. 324320-0130/ Q6 I I ADDRESS:16332 SE 1 - T.L. 324320-0140 132ND ST ADDRESS: 16326 SE R-4 132ND ST I ---- T. L. 324320- 0150 ADDRESS: 16320 SE 1 132ND ST �� 3 SSMH 1 A, 48"0 PER CI I I. r '16,T.L. 324320-0160 I # OR STD 400.11 R-4 � 3 . ADDRESS: 16310 SE W COVER & FRAME I 01 132ND ST PER COR 401 M01 / tY R-4 ,i w \ SSMH #1, 48"0 ING GQUN I STA: 7+53.70, 6.00I RT > I PER COR STD 400.1 T.L. 132305-9027 K R RIM:8472.56 I / W1 COVER & FRAME ADDRESS: 13200 164TH IE=453.58 10 �E)4 3.43 = / PER COR 401 AVE SE STA:10+05.73, 6.00' RT R-4 _ 5 RIM: 465.-62-465. 39 \ \ SD -_ ,� IE=45333 10" (W)451.59 SD -SD- IE= 223 10" (S)451.67 w =� \ S.E:.132N.D\STREET - - - Mn J - APO- w w. -.-.1 w w . w INTX - - - - - w. �w._w.�d19 �. �o. - - cg ._ w y w '� ( ` STA: 10+00.00 SE 132ND ST= -w -w. �p 0 . ��_ -- 1 - --- N GO N . E. r r r U TY .......... ... - ---- _r� - - -_--- I � G _. 6 1 .LF 10".C-900 8 ........... -- T.L. 145750-0027 TA I o .. 1 ...... L . �.� . -- -- - o- ADDRESS: 16307 SE 132ND ST "� 1.1.. " .. • / -460' - R ..... 462 tQ eo e / 64 / I 32 26- LF 6" PVC SIDE al e" 1 - - _ "I SEWER 0 25.0% T- - 3G LF 6 PVC SID - � I - - LOT 1 SS STUB SEWER ®125. 0 PER COR STD 406.1 - - -SS STUB STA.=8+09.68 32.00' RT PER COR I STD 4061 { ■ STA.=20+61.40, 2Z50 RT -� I G. / �FG=466� 469.16 I TACT D �r 6" IE=459:89 460.46 I I EX. HOUSE SS STUB R=46�Ot ■ I I - ST�iR -- -- J STA.=8+90.38, 38.04' RT 6 IE=458.520\ a `� FG=478.6t 470.49 - -- -- -- - - -- 474, IE=459.29 33 LF 6" PVC SIDE \ a LOT 1 I I SEWER ® 20.0% �...... N 10, 657 SF I \ PER COR STD 406.1 .1 ... (CAP FOR FUTURE ADU� Q II I LOT SS STUB I J �66 STA.=20+72.20, 32 60' LT I 1 I I c L ....o ... FG=466�#466.38 1� ADC 1 1 1 \ I \ / I e 1..... + 6 IE=458-6, 457.921 I I 16, I ' . _ . I 226 LF 6" PVC SIDE I \� LOTS I I / c ..I .. "e 11 PER�COR STD 406.1 1 9,450 SF/ �- a I I T.L. 145750-0021 / ADDRESS: 16327 SE I 132ND STj.. - / I w Lu. 11. 1- _ .>- M� - I-1-7 - - - � ✓I '� CO R-4 I .. / / I T.L. 145750-0023 LOT 2 32 - "- 1 l / 10,630 SF I 40, LF 6 PVC SIDE eLL. 17 LF 6 PVC SIDE I LOT 7 / \ I TR�1�IT EiSEWER ® 20.0% I SEWER 0 25.0%LOT 5 PER COR STD 406.1 Ai PER COR STD 406.119,450 SF // ITREE ACT 9 629 �F I ...... M � I I � I LOT 2 SS STUB a LOT 7 SS STUB I / � LOT 5 ss slue I _ .. � � 7 350 SF STA.=22+13.20, 155.88 RT STA.=22+05.77, 34.63' RT o l ' 468.88FG=469 Bf 13 LF 6" PVC SIDE . • . o ._-_. - - STA.=22+02.26, , 2.00 LT / / 1 461. 70 6" IE=461-76 SEWER 06.5% 468.20FG-#66�t - FG=466�f466.74 / T / / I PER COR STD 406.1 459.46 6 IE= `� 6" IE=4578 458 6 / 42 LF 6" PVC SIDE I, / I - - _ / SSCO #4 I SEWER 0 6.5% - I INTX l 1 ( J e STA: 22+33.17 = - - 1 A�H AVE SE � 1 a0 LF 6" PWC. SIDE STA: 30+00.00 TR 'CT A ACCES \ ® #3 _ 6 59r SSCO . 31+88 ---�- 1 I. - 1 - R-4 _-SSC6 #2 - +..p.. �..- _ -. _SSCO f . 0 0 7 I / T.L. 132305-9053 I� / I LOT /3 SS STUB ....... - ,I " / STA.=22+37.24, 155.40' RT e i ..... 27 LF 6 PVC SIDE I / I 469. 3 FG=468 6t / / I SEWER 0 20.0% LOT 6 T.1 J " PER COR STD 406.1 I A / 461.5A6 IE=461.55 / ° L -4, 450 SF SSCO (TYP) 1 LF 6" PVC SIDE �..... LOT 6 SS STUB - - I 460 / " I STA.=22+71.43, 32.00' LT / I � PER COR STD 4031 I /EWER ®6.5% � 42 LF 6 PVC SIDE � LO 3 PER COR STD 406.1 SEWER ® 6.5% i / FG=463.5t464.53 0 SSMH #2, 48"0/ 6" IE=4559$456.17 1 1 , 095 SF ��o`O PER COR STD �40./ 1 ..4OVER & FME a - - /�PER O401 -- -- / I STA: 40+00.00, 0.00' / \ 460.54 RIM: 460.69 -/ / I 450.171E=450i4 10" (N� TRACTIC 45Q.04IE=4 10" (SaNr�k N I j' . STOR 8,868 SF T.L. 145750-0025 - - / I \ 64 \464 6210S 134TH ST LOT 4 SS ST�18 - - - A6� -- ----- -_-- 462 / NtON R_ \ \\ STA.-23+06.30, 7.98 R 2� � 10" PVC 0 9-50% F 461.5t4 2.08 T 28 0.70% - -�- RE �L V r N 6" IE= 6645� 44 � SSMH # 48"0 T.L. 132305-9058 TI l PER CO STD 400.1 ADDRESS: 13235 166TH AVE SE / i K G QQUN / 43 LF 6�" PVC S ` 11 CoV R & FRAME J r IN SEWED 0 10. % PE 401 I STA:49 29.13, 0.00' Lo RIM: 459-.54459.51 1 2 LF` 10" P ® IE= 10" (NE)�9.89 I \l 2.21% IF{� 10" (S)4 9.76 GQUNtY t KING CONTINUATION - SEE SHEET 16 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 I 6 REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38375 3 REVISIONS PER CITY COMMENTS DATED 612312021 1 ��`" 2 REVISIONS PER CITY COMMENTS DATED 410712021 `SjONAL 0510112024 N0. REVISION CID 04/17/2024 SURVEYED: SDM CID 0911512023 DESIGNED: NEM CID 0912812022 CID 0710112021. DRAWN. TLK CP 0410812021 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M SEWER CLEANOUT TABLE SSCO #1 RIM--464.84468.38 IE=453.55 SSCO #2 RIM=468.34 471.96 IE=460.70 SSCO #3 RIM= 464. 90 468.56 IE=453.57 SSCO #4 RIM=468.55-471.76 IE=460.85 Know what's below. Call before you dig. CITY OF RENTON Planning/Building/Public Works Dept. 0 5 10 20 30 SCALE 1 " = 30' oo 00 O SEE SHEET 12 FOR SEWER STANDARD NOTES NOTES: • SEWER MANHOLES TO BE INSTALLED PER COR STD 400.1 SEE DETAIL SHEET 14 S-411501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT SEWER PLAN 7 ON 91 Q 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: Q OF:20