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CONSTRUCTION NOTES Ptak <br /> ® CONECT TO EXISTING STRUCTURE OR P <br /> FIELD VERIFY ELEVATION PRIOR TO CO SITRUCTIOTN.RACTOR TO „ <br /> OINSTALL CLEANOUT PER DETAIL ON SHEET C4.04. <br /> OINSTALL 6'ROOF DRAIN PVC PIPE. Otak Architects,Inc. <br /> - C.) CONNECT TO EXISTING ROOF DRAIN PIPE.CONTRACTOR TO 808 SW Third Avenue,Suite 300 <br /> main <br /> 50 <br /> POTHOLE AND FIELD VERIFY PIPE LOCATION PRIOR TO mPortland,OR 96825 <br /> CONSTRUCTION. main 3.287.6825 <br /> vmw.otak.com <br /> OINSTALL DURASLOT UNDERDRAIN PIPE PER DETAIL ON SHEET C4.04. <br /> OINSTALL PERFORATED FOOTING DRAIN PIPE. D <br /> \ II_- � ) INSTALL NYLOPLAST DRAIN BASIN PER DETAIL ON SHEET C4.04. W 4+ 'N''‘' <br /> `T�CB-2470,TYPE 254'WI FLOW RESTRIC70R ( BO INSTALL 8'ROOF DRAIN CASING SLEEVE PRIOR TO PLACING '� ! jl <br /> \ CB-2480,CDS UNITO VV cm-343676.39 i - _ - _ f <br /> 1 N43560.88 E=1292767.91 16LF 1Y CPEP 5=1.00% CON 29303 <br /> 808.94 E 1292 RIM437.65 %r o <br /> RIM439.00 432.55(12"CPEP N OUT) CB-2468,TYPE PVC 16 Q CB•2465,TYPE 1 18LF 1Y CPEP 5=0.50% CB2460,TYPE 1 O �.,7"` 022 <br /> IE=433.68(1Y PVC E OUTJ I ,+. - O SOLID LID • <br /> © _ ,, N= 1 • 9 cSTWThNREASDNOOA <br /> STALL CONTECH CDS HYDRODYNAMIC SEPARATOR CATCH BASIN " L"r'N= �00 OTRUCNRE,MODEL 2015d PER DETAIL ON SHEET C4.05.\•\ N=343715.88 N=343795.49 E=1292699.57 • E=1292677.32 OUTLET <br /> N=343657.40 CB-2488,TYPE PVC 18' IE�3023(12'CPEP NW OM • <br /> PIPE PER DETAIL ON SHEET C4.05. ST41.1 <br /> 17 PVC S=O t. IE431.75 12" .t n o •. IE429.98(1Y CPEP NW OUT) <br /> E=12B2769.14 1 ( CPEP N OUT) SOLID LID 1E432.91(6'PVC E IN) "L.T 4 ' IE432.50(8'DI E OUT) <br /> .,s• \ \ ,1 RIM43769. I 1 -� <br /> IE431.75(12"CPEP SIN) N=343732.79 0 IE=43023 12"CPEP SIN) 11 STORMWATER DETENTION FACILITY PER DETAILS ON SHEET C4.02 <br /> IE=433.88(1Y PVC E OUT) E=1292752.07 4C=4 9(C- �i■ IE�29.98(12'CPEP 81N) AND C4.03. <br /> \\\ - 50% �� IE431.10(12'CPEP N OIIT) PVC.- e 1(E • l;A-„-1 SAS,: <br /> r1 _ IE431.10(12'CPEP S IN) /////, P°DI- 2 6:!rd n RIM=43^_.6S <br /> I I _ �•- I I '- J _ '// e� • 85LF 12'CPEP 5=1.00% iT CPP-4:9 <br /> --� - a�OE- • • .. _ - - y. �� - 139LF A=».... SUMF=42P.f <br /> t _ <br /> 17 CPEP 54.63% e . •„ - <br /> - _- _ �. I -- L 1Z'S-0.74% _. _ eh C864,TYPE-- LYS-�2'O9Y1 CONSULTANT <br /> 0 L=58'S=1.04% L41'S=0.50% L=28'S=1 74% N=343962.60 <br /> 9LF 12'PVC S=0.00% 5LF 12'PVC S�.00X -F t <br /> '�✓ • k _ __ _ , RF�-r--RF ; RIM=432.63� <br /> Q • - .. I 3 ^ - 0 1E429.13(12'MIST.CPP E OUT) <br /> \ • • 0 I *< 1E429.13(17 CPEP SE IN) <br /> • © 1E429.13(17 EXIST.CPP SW IN) <br /> rrI, I I I I I I I IIll <br /> _ ..___ _- _ - EXISTING PIPE LOCATIONS ESTIMATED CATCH 2,16 <br /> ^ FROM RECORD DRAWINGS.CONTRACTOR / RIM 432,16 <br /> N=34 3 33 TO VERIFY LOCATION. 15"CPP=428 871• 6 <br /> r"--- -- N=343833.66 L"CPP�28.b21E W <br /> -- E=1292722.18 SUMP428 36 <br /> (T• L=20'S=1.52% _ <br /> fIT O N=343859.86 - O <br /> ` Ii1-11 <br /> E=1292711.84 • <br /> ji#"'"--- <br /> - N=3439 9.18E tONN=343869.18 1^fE=1292683.198„i <br /> .. EI430314 12'CPEP N OUT)IE432.91(3'EXIST.PVC E IN) <br /> EXISTING BUILDING IE=430.94(1YCPEPSEIN)IE432.98(8'IXIST.PVCSEIN)II <br /> lul .. ' ILJI II II 0.90% CB-2487.TYPE PVC 12' 7_ yl E=1292847.06 _ R • <br /> :. <br /> rr.a 1 I. ' L • RtM43s.0 <br /> - -- L=5'S=0.5d9. . 0 CAT4H BASIN = <br /> LI,;,-gi <br /> �� IE434.12(4"PVC E OUT) G_ I ) 7 15°CPP=4P7941'h^ W <br /> RIM-431.37 <br /> L=32'S�.50% - - IE427.49 EXISTING PIPE LOCATIONS ESTIMATED 18•'CPF=427 92(E• <br /> '_ y • <br /> L=14'S=0.99% N=343909.50 l2 FROM RECORD DRAWINGS. SUMP=az'T7 Z <br /> L=54'54.50% E-1292803.71 m <br /> "`! 5 <br /> X.1 If Q <br /> I � L4OS 050/, <br /> gr. �� - .. - ,r W <br /> �‘,11 '.MP • a Crnr ' W p <br /> 29 <br /> IE 4.7 92 `, IF-437:' _ - N=343602.B0 1 - IE=_ 39240.87 CLEArJ 1I1T ATLH BA,I'� <br /> CB-2488,TYPE PVC 12' \ \\L=10'S-0.50% 2 4 N=343924.69 _ - RIM t;:( 7 ix Q M Z <br /> T <br /> o ... N=34379e.56 - 1 2 - - '42 ., _ RIM 430 bl 0 <br /> A'D1,423.5. S N <br /> M1'4' E=1292876.89 �" - E=1292885.41 - ..__ -z 18 CPF-42 .... . Z CO a <br /> 10=4300( -_ - - - ,IMP=426I CO <br /> IE433.00(6"PVC NE OUT) o 0 0 0 0 0 • ' I <br /> 1-' 1E433.00(6"PVC W IN) LWLI> W <br /> 1E433.04(6"PVC SIN) ;.< A/ cc Q <br /> IE433.96(4"PVC WIN) J L� <br /> IE433.96(4'PVC N IN) $ a/ =W Z <br /> c IAEAN0,.1 �_; Y- <br /> ° F.IM'4:a 0?.. 17 w o <br /> G E4N'1t' <br /> T H BASIN CATCH BASIN <br /> to �`� - . <br /> ' ��� RIM1'. .. TITLE <br /> 4 RIM 41J.J6 <br /> 2.� <br /> _ t: - ' - L-43L.'9 ON' C:ONNECTE[TO MI,.),RFr_'.' <br /> o • <br /> �- - C T (•) OP OFWEIR42794 SE <br /> - - - '-- _.._ .77F 2.IN) <br /> I 0 DATE DESCRIPTION <br /> gt_ <br /> sr <br /> SO 6232021 PERMIT <br /> ¢ 43° --------- ____ _ M MH 1212022 BID ISSUE <br /> }u 43t13k94'f1^7"F 1 4/112022 PW PERMIT REV. <br /> �i 1SD 'J,,K h'. <br /> O o]a 4 J <br /> U C I' - :.MERRILL AND RING CREEK <br /> I E r4' <br /> 1E-42t,4r, <br /> N <br /> REVISIONS <br /> L <br /> MS.BS,AL.EH MDC <br /> gDRAWN BY CHECK BY <br /> Y <br /> BID ISSUE <br /> STATUS <br /> 1212022 <br /> HARDESON RD DATE <br /> E <br /> 0a 4--1 <br /> 32880J <br /> 0. PROJECT NUMBER <br /> 4. <br /> C4.01 <br /> 8. <br /> Know what's below. 20 0 20 40 E2021 OTAK,INC. <br /> gCall before you dig. I1OR2 =_' lithla drawing u:not24"a 36'.ft has been <br /> a <br /> SCALE IN FEET reduced/enlarged.Sole accoremyry. <br />