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Plans (24) PLM2014 - 00103 r o N r7 `n d Q Q --- \ I �j N ", \ Q INSTALL MH OVER EXISTING MAIN- 2 INSTALL 15' OF 2" PVC DRAIN d � o 0 0 v PIPE WITH TRACE WIRE. v d v !l;+06 RIM 219.88f IE 215.15f PENETRATE RETAINING WALL AT 4 v d d w - �_ - - v TOP OF 1ST ROW OF PANELS. vl� . d 4 ss d v d v I I d 4 - - --- Q J 4 _W Qv a v ' a 4 II TVWD TO INSTALL 1" METER v 4 v J W _ IN EXIST METER BOX d d d v INSTALL MANHOLE W �. a ° W wv d 4 - w � _ IE 215.45 v W r� J N cn 5 Q Q o 0 w Ld 0 Y N H N \ O 77 w r7 w � Q .� 1 o - z Fill ovC9VJ v - . 0 O - / Z N 0 2 IPE 1 N w w �- > � t / `�Yn= i•r'v O�Q� y N Qom.. LLI O (n O = ' CONNECT TO EX STUB. �� o "I i J J / INSTALL 7 LF 6" PVC a 4 2 ! oz �w LL_ w v S=26.5% \ ¢ v o m F a INSTALL C.O. N o FLUSH w/ GROUND o m w o / - IE OUT 217.30 3 ' > wo Q N > ;'•-; CONNECT BUILDING I _225 27 uj o = m o w LATERAL INTO CLEAN S a o o OUT RISER. IE 224.00 LO CL) ROOF DRAIN I ocr) M 30 LF 6" PVC I I -a ti o c 3Q I I cu S=2.4% IE=226.0 �, o - a v v I 1 ~ a �i O N L' O cq 1 1 cu L L � LL") cm i j •2 i i O M - Ocu Y � •> V CL POOL/ 6 V POOL - m ROOF DRAIN I O PRD Fs w = 32 LF 4" PVC 2 3 I - SD S[ �� F t- �' S=4.0% IE=226.0 � <" a? � , o 00 04 14,758 9 n N ! EE SHEET C5.1 FOR PLAN & M '"? 44.4 LF 12" PVC `D u N I PROFILE OF SANITARY SEWER. OR S=0.79% ® u' vo o ® EXIS NGS ORM ECH � DETEI •i-ION SYST M w A. R _ - EXPIRES: 12/31/2014 1 Vii, 'i,. 1 t:t Q . , i `. SDEl VC _ • • P > c Y _ EX 110.07 LFCK 1 _ - - S.=2.73% _.__ IE 228.23 SD Z - - - - - - N-� �-■o - Q co 00 STORMTECH DETENTION SYSTEM 0 AREA: 52.0 L X 31.5 W ' 1 c; F- CHAMBERS: 42 '°�'�^ :.......... ,Oodnrvn x TOP OF ROCK BACKFILL: 226.25 EX 101.49 LF 12" PVC-' � "°°`'� w TOP OF CHAMBERS: 225.75 S=2.51% E_ cn � i Q BOTTOM OF CHAMBERS: 223.25 m BOTTOM OF BASE ROCK: 222.75 �� r r W J _ O C� C� F-- o � o I•I.I. o IIIIII � � �I�I O 0 Z L6 aI ' IE 231.00 O U M CAP END I 0 to t x 0 to w a CITY OF TIGARD ENGINEERING DEPT TO A UTILITY PLAN jREVIEW & APPROVE STORM SYSTEM FROM X CATCH BASIN DATA O MANHOLE D ATA REVISION Q H STORMTECH DETENTION SYSTEMS TO WQ 0 20' 40' XO WATER CONSTRUCTION NOTES W in MANHOLE. 1 1 (EXISTING MANHOLE) 0 X GRATE = 233.28 72' DIA W.Q. MH w/ (7) CARTRIDGES SCALE: 1"=20' 1. REMOVE CAP AND CONNECT TO EXISTING 6" D.I. Z O IE OUT = 232.28 FLAT TOP FIRE LINE. INSTALL 80 LF OF 6" D.I. W C 0 U) Q 5.6 LF S=72% - RIM = 233.7 (ADJUST RIM TO ELEV 228.5f) V W > 2 IE IN 12" (E) = 222.30 UJ af 2. REMOVE CAP AND CONNECT TO EXISTING 4" D.I. Y O Y GRATE = 229.45 IE OUT 12" (W) = 220.00 FDC PIPE. INSTALL 80 LF OF 4" D.I. ATTACH C) N IE OUT = 228.45 INSTALL 3' OF 12" BUILDING ADDRESS IDENTIFICATION PLATE TO FACE o' 18.0 LF S=16.4% TO NORTH & CAP (REMOVE CAP & CONNECT) OF FDC RISER. Q w a. 3 _ 2 ' 3. CONNECT TO EXISTING 2" DOMESTIC PVC PIPE. ~ I o GRATE -- 227'75 FLOW CONTROL INSTALL 80 OF 2" SCH 80 PVC. - 0 IE OUT = 226.75 RIM = 228.50 �2 A3 W x 2 LF S=100% �- IE IN 12"(N) = 223.25 4. INSTALL 2" REDUCED PRESSURE BACKFLOW Q N Q 4 IE IN 12"(E) = 225.25 �- ASSEMBLY, PRESSURE REDUCING VALVE AND BALL , . lj o�m m GRATE = 227.06 IE IN 4 (N) = 226.00 VENT VALVE (SHUT OFF) AS SHOWN IN MODIFIED TVWD • IE OUT = 226.06 IE IN 6" (NE) = 222.65 PERF t BAR IS ONE INCH ON PLOT DATE: o(�> 32 LF S=3.3% DETAIL BF 302 SHEET 6.2. INSTALL HEAT TAPE ORIGINAL DRAWING r�0 •• v IE ® STORMTECH 225.00f INSTALL 4 VENT PIPE FROM AROUND PIPING. 0 1" 1/27/ 15 I TOP OF CHAMBER INTO MH �� 00 Do IE OUT 12"= 222.65 DESIGNED BY: CHECKED BY: I Mit NwoMO 48' DIA MH W/ 4' DEEP SUMP AAR BDL �yv CL 7 RIM = 229.18 Q����� � � JOB NUMBER L X IE IN 6"(NE) = 225.50 18838 w " IE IN 6"(S) = 225.50 ww�iMw " M��¢J IE OUT 12 (N) = 223.25 DWG NAME: z~F z w IE OUT 12"(W) = 225.25 13833 - C5.0 UT C5.0 wF-Ww � Q_jcwn� SHEET Ll_(nmZ)x