Loading...
HomeMy WebLinkAboutzS-2250Set7 C.O. r 4.� MAINTENANCE C.O. 'IE 9.35 LF 4 a,­ C. 0. 4 6" IE 1 3.75� 1 v FCNL7, 2 " "��TE CIE 13.4° I I TA +�5,2, IE ��Lurt. IE x E MJxMJxFL) I S V (KA-1) W VAULT PER PT 114 30 LF 4" C.O. G. I F.H y I I All 13.97 22 LF 4" 3=10% MATCHLINE SEE SHEET C 5.2 IE 1 -5 k19 >4 RAMP 77— TRENCH DRA FIRE SPRINKLER RISER 3 10" 1 S 0.5% (PERPENDICULAR TO WALL, WITH (2) 6" BOLLARDS) C3 4 6"' PVC SDR '35 w 50 LF 10" D1 C6.1 TOP OF DITCH (TYP.) 125 LF 45' ELBOW (MJ) Lc 1A FC 1. EX. GRADE 5 =1.07 I SSMId 2 _______CONC. BLKG. YPE 1-48 .0 1 _` ' 2 -F-FT f 5' IE 14.75 3M tt-t172) E K\\ S R 35, S=0.4% -R- IT T ---- EJ_---tf� �9 1 84 E i=�;- (12" SE),9�99 11 DEVICE (ONE WAYJjrP DO \L HINGED FLAP/COVERI 270 LF 6" CH el V I 1 1 5' 114 S=1.0% ON MANHOLE Nl_fl),j/, 15' j PIE IL I ATERLINE \ fl'SMH (TYPE 1 -17�8 MENT (TYP) 10" TEE (MJ), IE 11.5 VACANT - TYP I M 96 CONC. BLKG. 350/LF 6"-- 198,000 SF 12" NW) 1.0% E) 7. STA 1+62, 1 11. �8" E) 7.� 1 12" 12 x10" TE JxFL) NE� SPRINKLER RISER v 10 (Mjx v, (PERPENDICULAR TO WALL, CO LKG.. WITH (2) 6" BOLLARDS) E'- x 93 L 10 +- ST__99 RAk/ I i 4.5 21" Al OR OAC P TL. 28 C.O. z IE 17,45 L .75 1 Fo j INSIDE DROP 52, T 12 K 11 x cl CONNECT ON. III Ih „N Q QMJkMJxF H 6" G.V. (M A F.)H�CASSY. L C( Vic DITCH (GYP) —IIE 18 6 ------------ C 7 L DT 18' 1 2 IRR � AND 51 — S89 40 31 E PL 7IJ2.62 T- ' teary P j, SAWCUT LF REPAIR INKIND 12" DI PER DTL. 2/C6.5 3/C6.6 ___v_ IF- _L_ R=55.00: ��_-88'29 35 --- — --- — — — — — — — — 7=�� - — — — — — — -- — — — — — — — — L=84.95' I V. tl 'AH E ll� R_ E_— - - - - - -- - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - --- T EF T 77— - - - - - - - - - - - -- - `:;� - - - - - - - - - - - - - - - F� 7 s V_ z F-1— vviv t N, A EX]ST DWY STA 0+00, IE 11.5 12 TEE (MJ) XATl;'_;N, 12 G.V. (MJ) W/ VAULT PER DTL. 4/C6.6 ------ CONC. BLKG. W41'2 T0 "�7 MAL WTR- 27-2? 56 A5 31-1167 1�lv�y RELI JOE# 96077 REVISION PER PLAN CHECK P.A.D. 5/28/96 -TICAL: N&D 198B P.A.D. 7/8/96 �71GNED� 1" 40' CITY OF REVISION PER OWNER (ST� [Elmo P.A.D. CENTER REVISION PEE? OWNER P.A.D. 7/31/96 CONSULTING ENGINEE-ERS/CIVIL AND STRUCTURAL-1 RENTON M­­ N.t 4/15/97 A.P. A 5 13 7 P.A.D. FIELD CHANGE FDATUIV Plonning/Bui C5.1 AT IILL I­ ld:ng/Public Works Dept. J.B.R. IF NOT 01E INCH -E--l- Gregg Zimmermcn P.E,, Administrator WATER AND SEWER PLAN ­tT io QF: 21 0, REVISION BY DATE APPR 1519 West V,11,y Highway North Suit, 101 A.6,1, W, 98001 206-833-7776 4,1 C6.1 iSIA 16 +12, 45' BOW (MJ) _ n �-'r_, G8NC CKG I� IE�IEG �� 12 > 10' I REDUCER N. N NH - -15 ±9-1, IE � 8 LF 12" DI -t� 4) WA-E,3 VALVES ( ) CONC.IE 142 CONO.- BLKG. STA 10+44, IE 14.0 22.5' ELBOW (MJ) MIN TL h = / '� STA 8 iE 12' - ` yc� n "_'N_ L i In MANHOLE 'VALVE I\ T 1 WATER 22.5° ELBOW MJ 25 S 1 d8, IE 13.0` \ _ - T (� GLE / - - -' � � �12 "xI "v.10' r M.1 12 "x 12 "x6" TEE (MJxMJxFL) i BUFFER 22.5° ELBOW (MJ) // - \ _ 9 6" G.V. (MJxFL) �� CONC. BLKG. - /' %�� (MJr.MJx �'� I �< k Z -� IE F.H. ASSY. �� - 10" GV MJ F) I2I lAF I I � �� I / E 9.8�87LOW) CONC. BL'3.� - / �� �_� /` C ri�Me�T �� 12 _ ��1x 21'x" TEE l I� A �- STA 9 +13, IE 13.7 � / � � � - p L� 1 " n 1"x6" 45' ELBOW (MJ) l �' _ 22.5' ELBOW (MJ) / / a J I("a1d) 'v VA x . CONC. BLKG. / / _134_ 1 DI Etv CY99° 9 gE �M�i 6 30 LF 110 �l _ �° DOUBLE C}EILCLOR P CHECK VAL\& PER � W - - -- - �a 4 _ F. H.. S&MBLY G _ = HOSE BIB I GENE�OR- - COR C. BLKG - -- FR o 3 ' DT <� `_L. 1�C6.61 A c 0 DWY. J 6� II I LL ly SIA 9 +21 4- 590.00' - WHEELSTOP, TYP. 2' WATER METER= �' r 3 FROM Buff ING7WA_XIVAY- ER- -B 2 -�G6 f W WETLANDS 15'x5' HIGH MONUMENT I � I - DELINEATED WETLAND- / j �\ 22- p�j -���� SIGN PER 'S' SHEETS BOUNDARY TYP. I --6 - o _ IE 17.75 % I ATE \ J/I m --- -- - - -- - 60.00' �I 0" TEwJ��',13.0 STA 7 +28, IE 12.3 I N LKG. _ 45' ELBOW (MJ) j 1 I ) G "O BOLLAR CO C B I 7 11.25' ELBOW (MJ) / I O�C. FILLED 14 iU°�_T ull CONC. BLKG. �I I N EWN RISER SAND SPRINKLER LINE HOSE 4 l I I , III I Iii I I I I !I� L i� �♦ �� ®� -- ° Y NOTE: IN <E�I2I�R PLUMING LINES ti /- 7 -- R -- ��� SHALL BE DEIGNED BIY THE MECHANICAL DESIGNER ND SHALLICOMPLY WITH a �i CODE / THE UNIFO PLUMBING � T ss 5 6 +55 6� �, P - - - - -- j 'I EL 1 4-� H f L 400 LF 6" ,60- 140 LF 4",\\ A� / 5= 1.0 °1° _- I - i S =2.0% 7.5 I �� � C.O. °& STUB ) E. 15.20�FLOOR DRAIN RIM ELEV. 21.0 AP ° �r �I / - - - -- -- �- 1 -- �� - -- NEW RISER AND 93 F i10 - 1 SPRINKLER LINE AND VENTING E, X 25 - 4" S =1.0% MECHANICAL, .7$0 POND; 1� 'p° LBOW J �. I 1 �K��A,� P OF PIPE 3" BELOW FOOTING ! �f ONC. BLKG '�R H� ' I �, FLOOR -DRAIN �_ �� _ 4 ENCLOSED IN CONCRETE m �� 0x; BIB -- - - -� W/1" GAP AROUND PIPE COM AC FO M 20.92 C.O. BUILDING -OIL WATER SEPARATOR ` - / 50.00 �I i � 1 IE 18 0 E 14.97 S �/' F.F. _ �. a - - A 60 LF _ T. 4/C6.8 �� J � TER I� � I PER D L C.O. c RERE CLE E ENT R ND " HOS IB 1d 50 LF 4" \ IE 14.35 RIM 17.0 / 5 =4% H ANT P. 14.17 ( 4 S ) IE " ��� -� - ✓�I POND 2 ANIT RSI 5 =6.0% 4 Q Q I _ „ PIP T IE 14.67 (4" N) C.O. -- \ ( 1- c I a 13 1'' � 5° ELBOW ?b IE � �- FLOOR RAN) 1, HOSE- 55 LF 4" - � E 16.95 I - ( r Q �a IM 17.0 TRUCK S =1.0% _GONG 'BLKG - / - 14.5 4 A C.O. °C.O. - �PTy MAINTENANCE C.O. A� - o 4 I _ - -- - 415 LF 6" E 9.35 IE 4.95 I LF 4T,`S -T. SLOPE /a° 12" C.O. IE 13.75 0 -�-- �i `I E 13.75 i� N:)1.. �- POND 3 12 "x TEE MJxMJxFL) - 1 _ RIM 17 0 = IE 13.4° S=1.0% 12" (MJ) W VAULT PER QT 114 G� E 14.6',, 30 LF 4" d. Ss III -R C.O. _ RAMP \ V 13.97 - - C. 0. �I - I I 22 L 4° 4 I i I III __ - �I �L- P . .1 � � � 6 c ° - � I �� �_ - I � b RAMP _ -- / w ��I����:' TRENC�DRAIN - -- -- MATCHL�NE SEE SHEETFIC S51NILER RISER �TA:I� nz 1n I., ,r� ;45 t//GTOuG , s TL Lrq� �, �, � 5 _ _+_I ^ G� ry?�y 9607., r N REVISION PER PLAN CHECK ✓ ✓✓ P.A.D. 5/28/96 1. ,, Rv7co scx_: VALLEY DISTRIG�1TIG v � E Al s B.R.H. no aanr� "" .9 a soi /,9s, 3 REVISION PER OWNER P.A.D. 7/8/96 5'C�P�Gi]�9 �WC� F �;� � �'' b6seNED: --- 1° = 4D' a� CITY OF CENTER W e ;IaoGK, P.A.D. I� c e 16Q81 0 REVISION PER OWNER P.A.U. 7/15/96 p-, - R E N I Q N J,f G CONSULTING ENGINEERS /CIVIL AND STRUCTURA r�11� oan rv: TO IV LJIV ' / / `'J'° S7py��FB �w �,� ._ q REVISION PER PLAN CHECK P.A.D. 9/13/96 AS �C„J �C.. j _ " � one rven_� /b\ FIELD CHANGE F.A.D. 4/15/97 4�0 ffl,- �w+ ec E0 J B R e DATUM Planning/Building/Public Works Dept. ' °' 1 �7 C5,2 rt,u,1.r � sc.+,= caao"c�r Gregg 7:mmerrnan P.E., Administrator s�EeT, F. N0, REVISION BY DATE APPR 1519 West Vmmy Hi9n.ay N °,m / s,,;ee 101 / Auburn, Wa 98001 / 206 - 833 -7776 °PRO° WATER AND SEWER PLAN 11 21 2,4 4 fJ l7 LN - 21 S -0 O,S6 r ,.I .-„-.. <... ��. , r .,. ,. ._.. ,... s.,. „ ..,. -. „ snf�,�:ao ,.r rv.,::.t sr,.,r .:. >, s a. _.. 'r.t °Y• Fors n'.3: a?: tvvT, t:a e:,...}iJn 1