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HomeMy WebLinkAboutR-435453r N JEE W -- ---------- CC) N N � w� I CN I a I I 00 O Q N o O CO N L I Co 0 0 I N Q STCB 1234 RIM 548.36 12" C NC N IE 546.6± 12" C NC S IE 546.6± FULL OF DIRT; MEASUREMENTS FROM TOP 0 PIPES 0 0 + 1 O O Ln SEE SHEET C-604 FOR DETAILS W W J 0 0 P_ % I / � [ 587 12 55"E 1 70� 8 U CHI I 0 `�� A_ _ ® 98 LF 8" PVC PRIVATE: \\ c-608 SEWER MAIN © 0.5% MIN _ �p \` / \ AllEv (pUgZ 1(7) � 587° 15' 6"E -a � V, - --- I � 171.19' — N87° 15' 36 W- a 'I I c —608 38 LF 6" PVC SEWER © 2% MIN I CL SS#9 AREA DRAIN c 608 I r a D a a D Q0 O O O O L0 QD c� MATCHLINE - SEE SHEET C-606 JIMemos on"`7 u I w 00I ,�,_ �cd o 00 of z I Z i IE 541.00 SSCO c so8 (TYP OF 2) OIL/WATER SEPARATOR SEE PLUMBING PLANS IE 540.00 IE 541.00 3" VENT SEE :::� i PLUMBING PLANS BUILDING P L/Q I X_RIM 544.54 RIM 544.73 5 LF 6" PVC SEWER STUB 2% MIN PER C.O.R STD 4-6-040 I � i 1 - — �6.95' ; — U6" 8" �- 4dR P '� RCS] 1 ' 57.06' ! — TS-2.SSMH( '541.75 C-608C-608 IE 529.41 IN �P IE 529.31 OUT ►U,l I I I I I I I I I � I 56 LF 6" PVC SIDE SEWER 2% MIN PER C.O.R STD c sos 1 4-6-040 1 1 SSCO C 608 FF 545 I c ' I I I i I 221 LF 8" PVC PRIVATE SEWER MAIN @ 0.5% MIN c 608 LU I ' I �I M28120 ' I I j I I 10 6N �: \ � � PCB — n I w ' ' ----- 0 �-o � Nye —Mlo r� o Z00I co i I I Q I �i 23 LF 6" PVC SEWER STUB © i I ` C-6082% MIN PER C.O.R STD 4-6-040 IE 541.50 j S87° 21'_05"E i �SH8+A�H12 \ o- 63.06' — -- - -- - - ---------- ---------- SSCO c-sos I I I M12X3 PRIVATE SEWER I I I I 85#3 SSMH 1 2 ------------- �- -� - I I RIM 544.54 c sosc sos - -- -- -- ---- - �---�----J I IE 528.21 IN I IE 528.11 OUT - — — — — — — — — — — — — — — — — — — — — — --------- ------I ss ss ss ss -- ---- i� i — SS ---- SS SS UP- UP UP I --tUP UP— I I oM U I I OM24 I \ 16 LF 6" PVC SEWER STUB \ 00 261 LF 8" DIP I I @ 2% MIN PER C.O.R STD c sos 105 23 o Pc� C-608 SEWER MAIN @ 0.5% MIN W- I I • 4-6-040 01 �- ---- El Nye o� z 1 0M6 2 1 I I o � � 12" L12', 0 O � I MINES W 4 no In SEE SHEET C-604 1 M20 0M2 X2 OM20 I \ 57.06'— PARCEL C �-------- APN 3664500009 �- 12924 158TH AVE SE 8,388 SQ. FT. V01 I� 20 0 10 20 40 Scale 1n=20' LEGEND - - PROPERTY LINE FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING /////////////� PROPOSED BUILDING VERTICAL CURB CURB AND GUTTER - -� - — DRAINAGE SWALE SITE WALL ID Vp QUARRY SPALL DISCHARGE PAD a AREA/YARD DRAIN TRENCH/CHANNEL DRAIN ❑® CATCH BASIN TYPE 1 O ® CATCH BASIN TYPE 2 STORM DRAINAGE PIPE --------------- FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS DOWNSPOUTS W/ SPLASH BLOCK � SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD FIRE HYDRANT WATER FITTINGS W WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE Im FIRE SERVICE VAULT FIRE SERVICE CONNECTION TOE OF SLOPE - - - - - - - - EASEMENT Know what's below. Call before you dig. Dial 811 T ARCHITkCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengine r`Vm CID sF C) �"G & WASiy� �/� L1 J �M W 0 O 0 C) i N O C) N Z) PERMIT RESUBMITTAL No. Description Date: 6 City Comments 8/21/2025 Project Title: Sheet Title: J r m � o Z LV p — Z < Q Q � as Z W Q cD w z z o z w of LV Z o — w —a SEWER PLAN ALT 1 Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: Cm1605A R-435453 S-435407