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HomeMy WebLinkAboutS-43880200 00 CY) C\j 0 0 Know what's below. Call before you [-CH ry............. E-17_92, IE=18.PVC N.... . .I 11,,PVC . ....... .j... I i. Ri- S. 21 3,3k (q) .... IE- 13 18 6 (S.W) ................... 6 LF 6" PVC I'a 10 0 -to PR& T BUILDING SEV� k�� ..... O SERVICE CONNE.CTrb!Y::. TO BE RELOC C)l 1T.q1 . . . ............. - ---------- ------ .......... ................... N VvAik. t�: ICq D. r Dp .. V: - ---- --- PLACE P�kqr)��W ...... A T. .............. F ALVEWI;; . ........... . 0 0. �:�!V] ULM-- ........... .. vCS ............. ... EV�.. .......... ... .......... .......... ........ ........ :::: :::: ........................ .. ... . . .. ........................ .......... .......................... ........ ... 9i ....... ......... ...... g.................... ........ ... ........ ........ ti ... .......... .. . ...... ..... . . ............... ti 46 .:./. .......... ..... .. ........ ... . . . . .....z. . . .............. ....... ...... .... ............. ... . ........ 4APt ...... ........ ........ .......... .. UILDIN(3 6'CLF 'v I!R I'VJSH V OF L)OL)8L 'U LE 22 � �EL)R -X1 I NG/11311.11111-DIN.6" NA VD 8 0 I r -21.95 I S4. I�+ 8-16 -0 12+00 �3111Sk"I SVREC SS(REC)- tAREC-SS(REC) I . — VV ....... ....... . '. :. L:v . b . . ............ ND SEWER ... .... NCASEMENT- 27 LF 8" Pj� of - PAST BUILDING J NDATIO�S SSCO#5... RIM: 21.48 LF 8" Dip CL52 @ 2.00% IE: 13.09 8" (N*)$:$CQ #4 r- PRIVATE .......... 0 4-vu ER .......... W� JE- 31/81?'�(E).. AL F .......... A ......... R ............ 1;/� ........... ......... 'ATE ...... V LF 8" DIP PL52 @ 2.00% X ... py PRIVATE N �A 4 CONNECT TO CENTER .......... . . . . . . . . . . . . . . . . . . OF TRENCH DRAIN ...... ... . t REFER TO ARCHITECT W DRAWINGS .... ........... LF 8" CL-2 •@ 2.00%��.. ............. .. % ...... A.T ........ ................ .............. 6' CL ..... 20 ........ ............. "-EN CECTRAN16S ... ...... ... 6 TION .... ....... CIS, TEFL L F' . .. ................ STORM Rn : :....':��'..... l\ r . ° .'. .. T. x74 T A C O M A S E A T T L E V6 SPOKANE TRI-CITIES OA, 10 ISTE9 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NAL 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB dig. 05/15/2026 46i 0 Ld EXISTING SEWER MAIN ENCASEMENT (TXNO T ART �* ....... A ............... ....... V AYtL,OFSURVEy o. J304.0405) RIM ...................... CLF ........ .. ... ... ..................................... ... ......... .. .. ........ b ......... ... .. :.. ... : V .%.%. ... Ln ............. Ch CD Ln GRAPHIC SCALE 0 10 20 40 ... .......... v ... .......... 1' 20 FEET ........... No 7- p, S......... ...... ............. U rN .. .............. (TAX pU A....... ........... V INSTALL BUILDING 33 n ........... ,�UtzNa. r2 ......... . . ..... . ......... C4.3 JSERVICE CONNECTION ...... Tv sp_ ............ .. .. ............................................................ C4 . ........... SS(REC)- SS(REC) SS(REC)- SS(REC) -,, L17 -(F..... ... ........ ... ........................................................ ....................... .................... N77026'10"E '5'CLF 1---\6'CLF-\ 03,-v ....... 119.92' N .......... 7 .......... . . . . . . . . . . . 10+00 10+50 11+00 EXISTING SEWER PROFILE SCALE: H: 1 "=20', V: 1 "=2' 11+50 SEE SHEET C4.1 FOR PRIVATE SIDE SEWER PLAN 12+00 12+50 13+00 nr, (D LL 13+50 13+53.95 00 O O L0 N rr n S-438802