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Plans (52) FPS2020-00032 PROfFsf c> ` SHEET ABBREVIATIONS �Ns+50 O / See ASI#08 for details _ �. AD AREA DRAIN ,�nw� PROPERTY LINE _ (1 _ _ BWV BACK WATER VALVE (CLEAN CHECK VALVE) OREcc��t��i r DWC CLEAN OUT TO GRADE ! GtiE RECEIVED E •O DWC1B DOMESTIC WATER CONNECTION TO BUILDING i P� �lE 8 DWPOC DOMESTIC WATER POINT OF CONNECTION 4k G 6 CWS FLOW CONTROL 2 EX EXISTING EXPIRES 12-31-19 IE=282.24 ' J) STRUCTURE 5 0 FD FOUNDATION DRAIN FEB 2 7 2020 `r 12LF-6"SD I RIM=286.51 FDC FIRE DEPARTMENT CONNECTION CI7yOF j L X S=0.0200 �J IE IN=278.48 FS FIRE SERVICE (SPRINKLER WATER) UILbI G DIVISION CONTECH (2) CARTRIDGE IE OUT=278.32 FSCTB FIRE SERVICE CONNECTION TO BUILDING V 5.0 WATER QUALITY MANHOLE T �� FSPOC FIRE SERVICE POINT OF CONNECTION tl E RIM=287.25 FSV FIRE SERVICE VAULT o IE IN=284.77 OD OVERFLOW DRAIN \ W POC POINT OF CONNECTION IE OUT=282.47 RD ROOF DRAIN CONNECTION � m IE=282.22 IE=280.12 I I SO STORM SEWER RIM= 7 0 501 II F- SDPOC STORM SEWER POINT OF CONNECTION °S= SS SANITARY SEWER V ° m SSCTB SANITARY SEWER CONNECTION TO BUILDING W o \ CLEA I 32LF-6"SD SSPOC SANITARY SEWER POINT OF CONNECTION F- ° \ CHEC rVALVE -_'. = 0 3 I TR THRUST RESTRAINT WM WATER METER o I I v m 4" PERF PIPE ° EX. STM M I I 6" SD CONNECT 4 SHEET LEGEND a RIM=292.33 \ i II �STORMINATE OVERFLOW DRAI TO PLUMBING 5.0 PLANTER 488 SF SDCO SYMBOL DESCRIPTION ce ° IE IN=285.46 (12"NW) I . II IE=285.40 IE IN=286.36 (12"NE) IE=277.93 I XLF-X"SD STORM DRAIN Q o IE OUT=285.16 (12"S) ` I -1 I S=X.XXXX = N - �I PROPOSED BUILDING _ XLF-X"PERF. ° S=X.XXXX PERF. DRAIN Z c PROPOSED 15' CWS 0 m N SDPO P I �ISTORM EASEMENT � H W N -X"SS SANITARY DRAIN w N IE IN= 276.88 (8"NE) F I L J � �Lo S=X.XXXX _ W P + r filo X. SAN MH XLF-X"W J v EX. SIM C - L 25.15' 0 v) I I RIM= 272.74 DOMESTIC WATER N w RIM=282.44 L _ _ IE IN=267.22 (8"N) XLF-X"FS Q o IE OUT=278.54 (12"SE) I SDC,O IE=271. 5 IE IN=268.18 (8"E) FIRE WATER V m U, SUMP=278.24 I IEZ275.37 49LF-6 'SD IE OUT=267.00 (10-SR POWER 1 r I T_ 36.51' S=0.0 9 P 'v RIM 282.00 3 I 11 r BWV RIP AP \ I APPROX. TOP OF G NATURAL GAS LINE Z IE IN=277.30 (12-NEX. STM MH W) Y IE=276.50 / C5.0 \ SS PIPE=266.77 IE IN=276.88 (15"N) CC c4cz - / EW EA MEN O IE OUT=276.68 (15"S) I � Co TELEPHONE / AREA=457 SF T co li / 4 N = 3LF-3" W (o/ I APPROX. CREEK ELEV. BWV C5.0 04 3 ___ 3" DINCTB I AT OUTFALL=267.00 w e Z0 Co -5e&7& SSCO� 2" GAS IE=276.41 I C5.01 O Q C) SEE PUBLIC SHEET I 3"X3"X1.5" TEE FLO 34LF-4"SD FSV e O W C6.03 FOR WATER TRANSFORMER PAD---, / 5=0.0050 C5.01 Q Q � LAYOUT 1OLF-3" AD-1 112LF-4"FD / I V Q t W IE 276.58 `� I FDC C5.0 U f5�IRRIGATION POC 5=0.0010 1 Z W ~ O I 3 � � ❑T 41LF-6"SS VEGETATED CORRIDOR � � ILL. Q 2" BYPASS S=0.0200 h 8LF-3" W RIP RAP C5.0 (,) Y C / 33LF-6" FS Y CL W O 3 /FSPOC SSPOC 11 / I 1 (� = W LL C5 0 18LF-8" FS _ IE=261.6 5.0 �� �PS��Ea CLEAN OUT C5.0 00 0 Z O 11LF-6" FSS=? 8 /� �Y'(PR r�rLotu- BACKFLOW VAULT e a Q U I i INSTALL 3" SP 4LF-6" FSt- DCVA IN VAUL C5.0 / W U1 �EX. SAN M w IN TALL 6" 8 1 1 O CITY OF TIGARD 2" DRAIN PIPE I DCDA IN VAUL C5 0_ RIP RAP � _ RIM=273.63 DAYLIGHT 1" ABOVE _ 0 la C5.04 REVIEWED FOR CODE COMPLIANCE IE IN=259.93 (10"S) GUTTER FLOW LINE ¢ „ I 1" POWER CONDUIT STUB r Z yj IE IN=258.17 (10"NE� w FOR SUMP PUMP Ap roved, (c i IE OUT=258.12 (10" w) N 0 SHEET NOTES \ �1 Pcnwt#t )-PS .2b�p -00cr5a! 1, INSTALL 4" PERFORATED FOUNDATION DRAINAGE PIPE AROUND O Addrna 11oJ6 5w (Ary 1�e-C4 PERIMETER OF NEW BUILDINGS. CONNECT PERFORATED PIPE TO Suite #s / I SOLID PIPE WITH CLEANCHECK BACK WATER VALVE. REFERENCE A DaW 5--3 -AD / DETAILS 4 AND 5, SHEET C5.00. ....-�� 2. CONTRACTOR TO ENSURE THAT ALL PERFORATED PIPES ARE UTILITY PLAN INSTALLED FLAT (FREE OF 'BELLIES'), OR WITH ESTABLISHED 7 / POSITIVE DRAINAGE. I I 3. REFER TO ELECTRICAL PLANS FOR SITE LIGHTING, PGE PRIMARY, AND TELECOM. PROJECT NO. i Sy 4. WATER, FIRE PROTECTION LINES, AND FDC LINES MAY BE JOINT TRENCHED, AND O ff♦ I R SHOW SEPARATED FOR 17055 OFFICE oN I SEMENS ♦ P�0 5 GAS LI E MAY BEJOINT TRENCHED WITH WATER SERV CESAORTELECOPX + I EP ♦ 6. ASSUME PGE PRIMARY MUST BE IN A SEPARATE TRENCH FROM 09.30.2019 J I �, SSOR / PRIVATE UTILITIES AND TELECOM. _ ® I 7. COORDINATE FOOTING PENETRATION WITH STRUCTURAL ENGINEER Q - 00 ♦ TO ENSURE STORM PIPE CLEARANCE UNDER THE PROPOSED o A ASI 15 - 12.17.19 EX. STM M �♦ I BUILDINGS. L 5 RIM=271.0 I 8. CONTRACTOR SHALL INSTALL COMPLETE STORM SEWER SYSTEM ASI 12 - 12.05.19 IE IN=2624 (15"E) PIPING, FITTINGS, AND APPURTENANCES REQUIRED TO SERVICE a w IE IN=22 4 (12"W) I X. STM CB CONSTRUCTED BUILDINGS. SYSTEM SIZING AS NOTED ON PLANS. w o Q ASI 10 - 1 1.22.19 IE IN=26Q85 (15"N) Sp L,� RIM=270.59 9.CONTRACTOR SHALL INSTALL COMPLETE WATER SYSTEM PIPING, m p IE OUT�60.55 (15"S) e2 IE OUT=270.59 (12) FITTINGS AND APPURTENANCES REQUIRED TO SERVICE w Q9 PR-06 - 11.06.19 i CONSTRUCTED BUILDINGS. SYSTEM SIZING AS NOTED ON PLANS. 0 I SUMP=270.59 I a ° QS PR-02 - 1 1.01.19 10.MECHANICALLY RESTRAIN ALL FIRE AND WATER LINES WITH o C.) "MEGALUGS" OR "FIELD LOK" GASKETS. UNLESS OTHERWISE L w I QI CWS REVISION 1 -08.16.19 © NOTED ON PLANS. PIPE SMALLER THAN 4" SHALL BE PVC a ® ' SCHEDULE 40 GLUE JOINT OR SIMILAR. a U A TVWD REVISION 2 -08.01.19 UTILITY PLAN 1PERMIT REVISION 3 - 07.10.19 1"=20' GRAPHIC SCALE a 0 20 40 C7 0 zw W R 1 inch = 20 ft. o io om ON C4000 O Ls z z 'a