The URL can be used to link to this page

12615 SW 72ND AVENUE-4 --- CITY OF TIGARD BUILDING INSPECTION _.— --- --- __ 24-Hour Inspection Line: 639-4175 Gary Lampella- Inspection report of Lowes storm drain Pago i Business Line: �. - ------------ .- - J-U-B ENGINEERS, Inc. i fri-U-B , i If H', • ;I.r,vErull • fLnr�r�l- CJ-U-B ) Date Requested_ 2810 W Clearwater Avenue, Suite 201 ,� Mr.Lampella AM PkN BLD Location r;uite __ From: Ha Watkins Kenn:nwick, WA°3336 nr 1 1 tiur%1„1r !'Currin r. Page 2 Corr'iact Person MEC p To: Gary Lampella: Mike Sheehan Fax 509-736-0190 Contractor Date: 9/28/00 5:16PM Ph SWR 509-783-2 as h .._ — PLM Subject: Inspection report of Lowes storm drain 0( tour 3, 2000 8. The 90 degree elbows on the storm drain manhole discharge outlets were deleted BUILDING Tenant/Owner _ ELC The afternoon of 9-26 and morning of 9-28 Wilmer Andrist of Winstead Associates inspected the because the traps in the catch basins perform the same function. Retaining Wall --- manholes, cleanouts, catch basins, filters, etc. These are the results: Footing ELR —_ 9. The frames and covers on storm drain manholes 16, 24, and 25 were displaced during Foundation P g Fig Drain FPS — /'t� I'/ ceanouts at two interceptors south of filler vaults have 6"cleanouts. The plans roll for 12"cleanouts MI. Gdly Ldnn(N Ind construction. They will be repaired or replaced before construction is complete. The 90 Crawl Drain (, Nrovide Civil Engineer's resolution. =W Bulldin Of 1,11 Inspection Notes: SGN K degree elbows have been deleted from these three manholes also. slab City of Tlgdrr' Post 8 Beam SIT . The 12"storm drain on north side of building has cleanouts every 75' . cleanouts are not specified, Ext Sheath/Shear — �j except for the end of line cleanout is to be 12"per the plans. All cleanouts are 6". Provide Civil Engineer's 13125 SW Hdll Bivd 10. The contractor will install additional, steps in manholes wherever necessary to meet Int Sheath/Shear resolution. Tigard, OR 97223 the maximum 18" distance called out in the pi ons. Framing ,�,; Cleanout for lower are Insulation -- 11 a storm filter vault (west side of bldg)is installed as 6". Plans call for a 10" Drywall Nailing ;-a -,,� t _ eanout. Provide Civil E gineer's resolution. / The plans have been changed to reflect some of the field changes discussed above that Firewall - G f `` �/,rip�� . .r nom l� 7' RE: LOWE'S ON-SITE STORM DRAINAr,E SYSTEM - TIGARD, OREGON were not previously shown on the plans. Plan sheets C6/11, C9/11, and C11/11 have been Fire Sprinkler „ 4. Tif'rfitbr for raw n is diffent f` ` h one installed. The one installed has a baffle in the middle .:-�...., f, revised and are enclosed for your use. Fire Alarm �( of the interceptor with a 4"opening between compartments with a 6"opening at the discharge. Both Susp'd Ceiling sections receive storm water equally from a fully grilled cover. Provide Civil Engineer's resolution and Dc•dr Mi. Ldn►pelld: Roof , revised drawing. MiSC: Final 5. Catch basin#6 is riot installed. '•� I7�'c ��'l•I��'L•' i�`( i r ��? 'r 1 Sincerely, PASS PART FAIL We drr• WI it Ing to ddcdre%% each of the points it the dttached memorandum from Hap Watkins -- x',1,, 1✓ , -1 Post&BL =- --- �y__ — 6. Poly�rair�/catch basins and polydrain trench drains at northwest entrance are not completed. to yourself ddted 9.28-00. Our resi on%e% die listed below: J-U-B ENGINEERS, INC. / Under 1., 2., and 3. The 10" and 12" cleanouts, called out on the plans were changed to 6" duringTop Out" lab satiate 15 measures out OK, but 4"concrete dividing wall as shown on plans has not been installed Water Service — - rovide Civil Engineer's resolution. review of Sllh(illtlal% alk' to the difficulty to tindnng cleanout castings that fit over the � � _ _ rharn(•tef of the pipe. The six inch cleanouts still allow access into the pipe for maintenance Sanitary Sewer - - '` ---- Manholes 1,2,17,18,19,20,21,2,23,32,33,36 do not have 90 degree ell on discharge outlets as shown Final Drains - _ _ - plans(standard manhole) Provide Civil Engineer's resolution r•yui)-rnent to flush wilt the pipes. Vince J. Loftus, P.E. ' PASS PART FAIL � dr r� (I JProject Manager ' Ma ea�r16,24,25e damad frame and covers and do not have 90 d e dachar e i. The interceptor s w+'re c ailed t as do "off the shelf item" that would provide more grate MECHANICAL --_.�--- -- ,{� plans. Frames and covers need to be removed and replaced. Provide Civil Enngi eer's resolution tfor oulets tlet 11110 t d )d(It since thei,, are collecting runoff from lar a areas of the parking lot. The fact Post 8 Beam - — { Y 1 g P g - -- - discharge. / that surface water can enlei the interceptor on either side of the baffle is not a concern. Enc(: Plan sheets 06/11,C9/11,C11/11 Rough In --- Gas Line -- -�-•�i � W,Aer (an flow over the top of the baffle if the 4" opening cannot keep tip with the flow. Memo dated 9.28.00 !Smoke Dampers -- -- 10. Severs " Jholes have the first tee lower than the 18"maximum as stated on the plans. Please rhe outfit-t rapes leaving the Inter(eptor s are 12" diameter not 6" as stated in the memo. The Final - review and correct. �. )r�e �/( ,•i'j i,'/ ��t�,� hdffle is %hrnvrt whit dd%hed line% ul the pldn view of tine Interceptor Detail. on Sheet C11/11. c: Mike Robinson o encs• PASS PART FAIL Bili Crocker- Lowe's ELECTRICAL ---�-- ---- ___ hap@ci.tigard.or.us John Harper-CDC i. Condi t;(tion I% not (ornpliote yet. Cdtc h basin #6 will be Installed. Service Rough In -- UG/Slab 6. Comtrtic tion I% riot coniplete yet. 1 h Polydrain catch basins and trench drains will be Low Voltage Fire Alarm nL.tdlled. - Final -- __ • 7. rh(. 4" weir (dividing wall) was deleted during, review of manhole submittals. In order to PASS PART FAIL SITE - delete the weir wall, the invert of the 24" diameter pipe invert to the west was raised toBackfill/Grading elevatlon 192.45 and the invert of the 12" diameter invert to the east was lowered to 191.28. Sanitary Sewer The revised pipe invert elevations achieve the same function as the weir wall. The revised Storm Drain l ]Reinspection fee of$- required before next inspection Pay at City Hall, 13125 SW Hall Blvd Divert elevations amid deletingof the weir are shown in the S.D. Manhole #15 detail on sheet Catch Basin / Fire Supply Line I ]Please call for reinspection RE \J (9/11 of the drawings. ADA -- [ ] Unable to inspect no access i Approach/Sidewalk j 12615 SW 72nd Ave. Other Date Inspector Ext � -- PLFinalM 2000-00256 1,ligs 01/1 dmi>rita 10 W W 1 of 17 /Lampella 10-02.00 12615 SW 72nd Ave. PASS PART FAIL DO NOT REMOVE this inspection record from the iob site. 12615 SW20 72nd Ave. 000--00256 12615 SW 72nd Ave PLM 2000-00256 PLM 20PLM 2000-00256 p� �f 2 of 17 3 of 17 4 of 17 nsi 117 nn i'HI' 117:47 FAX 50 6711 9147 CARLSON TESTING Q ool 09,0740 TH11 07:48 FAX 503 670 9147 CARLSON TESTING Q002 09,,07/00 THU 11:41 FAX 503 670 91.17 CARLSON TESTING 10001 09,07 00 THC 11:411 FAS 503 670 9147 CARLSON TESTING � nu- Carlson Geotechnical 0 R Uendor" Carlson Geotechnical y s"Omf. Carlson Geotechnical � �� fiend Carlson Geotechnical Main office � �► fiend Office P O Ebx 23811 4080 lixt%(rn Ave,Nr_ P.0 tsar 7919 P.O.Box 23814 A 1>,vrron Of Gartlan lasting,Inc. ngerd,Or"m 9T161 3a'rm,nR 97301 Herta OR 97706 A D(visian of Carlson Tesdn Inc. 4060 Hudson Ave.,NE P.O.(lox 7918 P.O.Box 23814 4060 Hudeon Ave.,NE P.O.Box 7918 PO Bax 23814 4060 Hudson Avv.,NE PO Box 7918 Testing, Tigard.Oregon 97281 Saida,OR 97301 Band,OR 97708 A Division of Cerise.,Tasting,Inc. T-4prd,Orpon 97281 Salem,OR 97301 Hard.OR 97708 A Division of Culligan Testing,Inc, Troerd.0repon 97261 Salam,OR 97301 Fiend.CR 97708 --wtecMuca(GorkmAkg Phcve(S03)684,,UW Phum(803)589-1T59 Plow(541)390.9165 Geohchninl Consulting ( ) Phone 541 33D-9166 Geotechniesl Coneuhrrlg Phone(503)684.34,60 Phone(503)5841252 Phone(841)330-9155 Geotechnical Consulting Plxxis(503)684-3460 Phone(503)889-1252 Phur;s('541)330.9155 f;uruductlrni In 9 Plgfte(5031884,7460 Pham 503 NO-1252 Gpeoil nr,and nWatM Tests FAX(509)67?9147 FAX(503)588.1909 FAX(541)334-01W ConStWIll n Inspection(and Ralatad Tssas rAX(;03)6703147 FAX INS)564.1309 FAx 941 33D.9163 Conat ticUon Inspection and Related Tests FAX(503)670.9147 FAX(503)5841309 FAX(541)330.9183 Conclruchon Ina 'mss— (bill) peciion and RoluWd Tact° FAX(503)670.9147 FAx(503)589.1309 FAX(541)11(3-91&1 SH(ltwT:ber 1,2000 September 1, 2000 September 6, 2000 September 5. 2000 CG it RU P98- 0 CGT No, G0001561.A CGT No. G0001561.A CGT No. G0001561.A Permit No BUR88-ION R Permit No. BUP98-00520 Permit No. BUP98-00520 Permit No. BUP98-00520 FIFI (?QRSLFtVATION 11tPUF2r UATFS COVE RLD R.l.rgutt 29,10()0 FIELD OBSERVATION REPORT FIELD OBSERVATION REPORT FIELD OBSERVATION REPORT PRUJLCT l-owes H.LW. l iquert,cLui Evaluation AUL)RLS6 12615 SW /2"''Avn Tigara,OR DATES COVERED: August 30, 2000 DATES COVERED: August 31,2000 DATES COVERED: September 1, 2000 SY: U. Jurro, WEAI HLR 75,11"Sun PROJECT- Lowes H.I.W.-Liquefaction Evaluation PROJECT: Lowes H.I.W. -Liquefaction Evaluation PROJECT PULowes I I I W. -Liquefaction Evaluation FtNUSI.:)F VISIT Construct'on Moneta n'U ADDRESS: 12615 SW 72'"'Ave-Tigard, OR ADDRESS: 12615 SW 72"d Ave-Tigard,OR ADDRESS: 12615 SW 72"Ave -Tigard, OR BY: D. Jamas BY: D. James BY: D. James I arrived on site at 1015, at the reque a of Bill Crocker of I rfwes H I W., to observe trench and earthwork construction at the WEATHER- 80°F, Sun WEATHER: 65°F, partly cloudy WEATHER: 65°F, partly cloudy above referenced tflIOCe I met Mike Cronin of Conrinonte; Din Contractors (CDC) o site. On arrival, the solid pipe PURPOSE OF VIS17• Construction monitoring PURPOSF OF VISIT' Construction monitoring vuaw to building French ch drain was (radar ocxtshudion at the southern area of the projoc:i The tar eouthw(1st anti of the PURPO.,E OF VISIT: Construction Monitoring lionc.h had been backtllled to approximately 4'10 5' below grade arta compacted with a hoe pack. Northeast end excavated to 12'below rg ode. ns per Carlson(Jeolechnienrs(C(,T's)recommendations I arrived on site at 0745, at the request of Bill Crocker of Lowes H I,W., to observe installation of I arrived on sfte at 0730,at the request of Bill Crocker of Lawes H.I.W., to observe installation of French I arrived on site at 0800,at the request of Bill Crocker of Lowes H.I.W , to observe installation of the French drain along the interior perimeter of the east sfc;e of the building pad. I met Mike drain at the above referenced !ocation. I met Mike Cronin of Continental Dirt Contractors on site. a French drain at the above referenced location. I met Mike Cronin of Continental Ulrt I tested a)mpacted backfill on the southweeteln"pp(ux.irnately 'h of cxltflow pipe trer+ch. Compaction ranged from 93.544,to Contractors un site. g Cronin or'Continental Dirt Contractors (CDC)on site. 95 19(, of AA`iHTO T 160 determined optimum density (ono test rleaulted in an 86.1% compaction, but this test was On arrival, Installaflon was proceeding from the previous day,from the nortt'teast comer of the building accldontal'y taken m corse sur"aoe rock upon inspectKxn -(trtti4l T away yielded the 96.1%)(see density tests of 8/?.9/00) On arrival, installation was continuing from the southeast corner of the building pad northward pad (15' inside pad perirriter as rer specifications)along the north side- On arrival, installation was proceeding from the southeast comor do in along the south side of b I obtiervad as rtowards the northeast comer the building pad (15' inside edge of footing as per specifications). rgnh�le excavation was I)rlii(xr*gait ot isnFrench drain was initiated Into sourheaet corner of the building ped.as I observed and phI Observed as approximately 260 linear feet of dram were installed at a depth of approximately 13' to o(ographAd several sedlermenlary foaturos m open manhole exca':ai on, suit flame stnirhrres and load ° 1 I observed as 128 linear feet of French drain was installed at a depth of 13' below rade with strvctaree, whi(� may be eviden(:e of l)aloosasi^!c ltquetodlon Moderate shaking of hand samples at target depth (--12' 1 observed as approximately 250 linear feet of French drain were installed at approximately the bottom of pipe at a O.A% grade, s oping toward the junction at the northeast comer. Filter fabric- g h a below grade)ehewtxd h gh ditat>an(,y of motorial i3'to bottom of filter fabric-wrapped 12" I.D. perforated Re wra pip p pp ly p a pipe at 0.4% slope towards the south. RRetd Perforated 8" W. a was laced on an a roxirnaate 1' thick bed of drain rock and covered slope of 0.4% towards the tie-in at the corner of the building pad, Filter fabric-wrapped Approximately 1' of drain rock was placed beneath the pipe and drain ruck was enveloped in with an additional T to 5'of,train rock, all within a filter fabrii;envelope. The trench was then backfilled perforated 8"i.d. pipe was placed on a l'thicked of drain rock and covered with approximately C(yl geotechnical engineer, Ism Blackwood, arrived on slits at 1800. We observed Aa the flint French drain s"ment was filter fabric to approximately 3' to 5' above the pipe per specification; Drain rock was then with drain rock to appic;ximately 3' below final grade, as per specifications. I also observed as T to 5'of additional drain rock, all within a filter.) Ir envelope. Trench was then backfilled wi installed at a depth of approximately 14' txal(rw final floor g-ade v,'-0' drain rock was placed approximately 1' thick in placed over the top of the fabric to approximately 3' to 4' below final grade. Drain line was approximately PO' of French drain were installed In a similar fashion .at a 450 angle to the northeast more drain rock to approximately 3'below grape p-, specifications- its bottom of trench filter fatuic wrapped porforeted pipe was then pieced on rock and fifter fatxk:was hung down the sides of completed to top of drain rock in the segment runningto the northeast comer. across the far rlortheasi comer of the building g pad 7Fe locatlon/oonflf)uretlon of this 80'of drain did not the shoring. AAditxx,al drain itx:k was !dated to approximately 3' over the top of the pipe. Filter fabric was then put and comply with our recomtTiendatlons for this comer. I retayiatl the desH�n change to CGT engineer, Tim This run completes installation of the French drain around the eastern perimeter of the building drag or over ire rock uuat more dram rock was priced over the fabric The shoring was toren moved with stale evi gen of Based on my observations. this senment was constructed in general ac cordtance with Blackwood. He will follow-up with an evaluation of the change. pad for final compacted backfill, bringing trench Ione to grade Backfill and eompactlon of the top arae or tearing of hltsr IHtrfk: E�!wtxl on out ablxorvotlona,the segment 04 Frenal drain was placed end installed in general 3'Of the trench are sdteduled for Tuesday, 9V5/00. accordance wtt',spo(,-tficabons and a,r rocommmdations I Left the s►te nt 1930 specifications and Carlson Geoteehnieal's recommendations. I observed outflow from completed trench where it ran Into storm/creek diversion plea. Observation - i left the site at 1930. was made looking down the manhole at the far southwest end of the French drain outflow pipe. Outfall Based on my observations, drainage construction on the French 4iain has boon parformod in from the French drain was a rapid, continuous flow approximately 1" to 1'A"deep across the 12' i.d. g(1lneral accordance with specificabons and our recommendations. �— pipe. Direct measurements were not taken,but I estimate the volume at 10 to 15 gallons per minute. David N Je Reviewed by I WEj Staff Lioologisl I left the site at 1200. -' � I left the site at 1930. Note tJta reports pertain to the locations observed at the firm of our visit only Ir*vniatkxi c-tamed herein Is not to be David H. James Reviewed by- TWO reprod,lCeci,oxtxlpt iii full, wrthnirt pnnf authorization frim;his office. Staff Geologist r y l Dottibutbn Lowes H.I W nth Crocker - Fax At7W918-9112 ~ David H. James Reviewed by: I W13 City of 1 igard BuBdhg Dept-111w We'icins- Fax 4624.3881 Note: Our report,; pertain to the locations observed at the time of our visit only. Information David H. James Revletwed by: TWB Staff Geologist Continwi:al D1r1 Contractors Inc-John Harper - Fax M(25:3)939 5766 contained herein is not to be reproduced, except in full, without prior authort7ation from tills Staff Geologist J R Bcrwmtt Eltg1newung-Jay Bonnett-Fax#()509)baa-4014 office. Note: Our reports pertain to the locations nbserved at the time of our visit only. Information C-Prisrsnsen Eng:neering-td Cr•4istwlsen-Vex iwv98 1666 Note: Our recontained herein is not tc tie re y Soon:clRiunslrtorn-Jim R an Fax A(425}µ55-9361 ports pertain to the locations observed at the time of our visit only. Information contalned produced, except in full, without prior authorization from this ry Distribution- Lowes H LW. -Bill Crocker Fax#760 918-9112 heroin is not to be reproduced, except In full,without prior authorization from this office. office. JOB k r/gkleens narrai Moore_ Fax iui(y0y) r36.0/4f00 City of Tigan Building Dept--Hap Wallkins-Fax#624--3881 Distribution: Lowes H.I.W. -BIII Cracker-Fax 0760 9'18-9112 Haugh Cainstructlorl - Mike Daren- Fax tt+988 046 Continental Dirt Contractors Inc-John Harper-Fax#(263)939-5765 Distribution. Lowes H.I.W. Bill Crocker Fax#760-918.9112 City of Tigard Building Dept-Hap Watkins--Fax#824-3881 J R Bonnett Engineering-Jay Bonnett-Fax#(509)534-4014 City of T igard building Dept--Hap Watkins- Fax#024-3681 Christensen Engiiwering--Ed Christensen-Fax#598-1868 ConBonrtel Dirt Contractors Inc-John Harper( Fax 5(253)939-5786 Continental Dirt Contractors Inc-John Harper-Fax#(253)939.578',i J R Bonnett Engineering-Jay Bonnett-Fax#(50:+}534-4014 ScOnxO/HallstTom Architects-Jim Bryan-Fax#(425}455-9351 1 J R Bonnet'Engineering--Jay Bonnett--Fax#(509)534-4014 Christensen Engineering-Ed Christensen-Fax#•.98-1889 JUB Engineers-Darrel Moore-Fax*(�) 736-0790 Christensen Engineering-Ed Christensen-Fax#598-1868 Baugh Construction-Mike Doren-Fax#988-0484 SconzotHallstrom Archlbmft-Jim Bryan-Fax#(.25)"455-9351 Soonzo/Hallstrom Architects Jim Bryan Fax#(425)X455-9351 JUB Engineers-Darrel Moore- Fax 8(509)736-0790 dU8 En sneers -Darrel Moore-Fax 509 7 Baugh Constructlon-Mike Doran-Foix#g88-0484 Baugh Construction-Mike Doran-Fax#968--0484 12615 SW 72nd Ave. 12615 SW 72nd Ave. 12615 SW 72nd Ave. PLM 2000-00258 PLM 2000-00256 12815 SW 72nd Ave. Sol 17 PLM 2000-00256 PLM 2000-00256 I 6 of 17 7 of 17 8 of 17 Cm � � �� -- � � �� - I 1 I�IIII�IIII-Illl�llll�llli�llll�llll�llll�llll�lili�nl �I!Il�ilu '�"I �, �i�n�llll�llll�llll�llll�llll�llll�llll IIII�IIII IIII�IIII ... ....... I w. nuwrsrtMruMuswrvr �IIII IIII�IIII lililllll IIII�IIII Illllllll Illllllll IIII�IIII IIII�II�"II Ililiiiilj Ilii iliii LEGIBILITY STRiP o 2 3 4 5 s 7 to II 12 13 1a - �n11. cm { 18 17 le 19 20 21 22 23 24 28 ge 27 98 20 30 i 1 - ,Litt .., . . OI , lN�.Ol�Nl��O � 1�11111�� zZ �� _ .. _ . . �I�hII-�wwli�lrl�lli . 10 , 1 f Hap Watkins Inspection report of Lowes storm drain _ Page 1 CITY OF TIGARD BUILDING INSPECTION DIVISION MST C-ITY OF TIGARD BUILDING INSPEC"NON DIVISION MST 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 24-Hour Inspection Line: 639-4175 Business Line: 639-4171 BUP Date Requested �� tl� D AM PM a / `,� BLIPgip Requested ` y'�(�' i � I, rCp AM �M _ BLD From: Hap Watkins >> fl i To Gary Lampella; Mlke Sheehan Location rv' L�� 1 Suite MEC Location_;/ /` �� t .l `�, t Suite MEC Date: 9/28/00 5 16PM Contact Person '`l Ph PLM �c''D C?U.� S'E, Contact Person �!-' Ph PLM r - Subject: Inspection report of Lowes storm dram Contractor {_' Ph `�G1 `� �1"" 7`l1�SWR Contractor �— Ph _5�`t 5� 7'I SWR — 1 he afternoon of 9-26 and morning of 9-28 Wilmer Andrst of Winstead Associates Inspected the i> ELC f ELC manholes, cleanouts, catch basins, filters, etc These are the results. BUILDING Tenant/Owner L-(.i l�. BUILDING Tenant/Owner _ S Retaining Wall ELR Retaining Wall ELR 1 Cleanouts at two Interceptors south of filter vaults have 6"cleanouts. The plans call for 12"cleanouts. Footing Access: Footing Access: Provide Civil Engineer's r,solution. Foundation FPS Foundation FPS Fig Drain Ftg Drain 2 The 12"storm drain on north side of building has cleanouts every 75' . Cleanouts are not specified, Crawl Drain Inspection Notes: SIGNCre.wl Drain Inspection Notes: SGN — except for the end of line cleanout is to be 12"per the plans. All cleanouts are 6". Provide Civil Engineer's Slab _ SIT ;Slab _ — - SIT resolution Post&Beam lPost&Beam Ext Sheath/ShearI Ext Sheath/Shear _ (� �h ! n ' ,, /� 7/4, 3 CleanouInt Sheath/Shear r Int Sheath/Shear ' `or lower area storm filter vault (west side of bldg) Is Installed as 6". Plans call for 10" Framing � ��- - S' - � � / - r/J f-/,�Q ��c_ Framing K�IdH S �T NxL- '�,�� V, 3 � q cleanout. I';u:ide Civil Engineer's resolution. Insulation ,r Insulation �/' n h Drywall Nailing br IA., �� J-1- G� Drywall Nailing ��`�� / o )f P ��_ ' �t-" G�_ !lf a��y�IZO � 4 The Interceptor drawing is different from the one installed. The one installed has a baffle in the middle Firewall �1 /� �' of the Interceptor with a 4"opening between compartments with a 6"opening at the discharge. Both Fire Sprinkler / ��A/N N / Q y /Q/L� �ay /� �QiO w Fire Sprinkler ' �� sections receive storm water equaCy from a fully grilled cover Provide Civil Engineer's resolution and Fire Alarm r Fire Alarm revised drawing Susp'd Ceiling A IV e7 4t-"t 140,,, t--Ar- ne.Ao1 c-A!" D r Susp'd CeilingRoo - 5 Catch basin #6 is not installed. Miscf `� 3- ��T�r c�-� f'01Z (�� 7 C� /J/v �i '� /+.p � j �^,L� ,�S © � Roof fvlisc� CL �� yr Y��,(i -7 � � �� Q :,JQM n'41, Final PART FAIL " ` �' �^ ! l4 ^1 1"E f/Ir Fr (7✓-f �K Final — �rJ r U :� /�- dri�1 h� J/�s' 6 Polydrain catch basins and polydrain trench drains at no,tnwest entrance are not completed. - PASS PART FAIL �' -- �'� IS 0 V� 1�r.1 —1<40 � A� ✓i O t — 1 AJ S' t,Q LY�� l�:tlx yt y' � �' � c,r1) 7 Manhole 15 measures out OK, but 4"concrete dividing wall as shown on pl,:3ns has not been installed. Post&Beam '�(� Q/ Post&Beam / ^T Provide Civil Engineer's resolution. Under Slab ��L 4S s/N'Q 0/�b r hA �/ 1a--�$ /f (�'Tu D �i-b Under Slab C l/�'r►(1(i'� �1�'f-�J(,y/ � A ��r(��1'� ) l LT Top Out op Out Top 8 Manholes 1,2,17,18,19,20,21,22,23,32,33,36 do not have 90 degree ell on discharge outlets as shown Water Service (?�j•� �� f e i, y� � � j J x'fiS lC _ ut W2 eGr Service r� k h /�J S 9&;Wtq &T, on plans standard manhole Provide Civil Engineer's resolution. Sanitary Sewer �j p - �——---- - P ( ) 9 `?' "�Q 1 /��'� '�- 'r �`�"3 31-S �� G pd NO- Sanitary Sewer I,yS fi L,P L S - am rai 9 Manholes 16,24,25 have damaged frame and covers and do riot have 90 degree discharge outlets per Final /� /i ` p Final A �1 plans Frames and covers need to be removed and replaced. Provide Civil Engineer's resolution for outlet PASS PART 'p 'E j 0- L�_ Q AL D_I � M I/4-4'r t"J _ PASS PART FAIL ' �I'�-_�e�0 Ve u discharge MECHANICAL �,� S �� M , /� -� Post& Beam � � �-�-"L P'-- - -P4'£ I��1L* 9 MECHANICAL Post&Beam 10 Several manholes have the first step lower than the 18"maximum as stated on the plans. Please Rough In - !b .� C�., S'�, n �� (� �,� �., Rough In k4. S A OF1� t M fw ! Q ��_ f " r C4 a c.�9LIP— Gas Line U ,, review and correct. Gas Line G /) �1n � A � ) Smoke Dampers ,�+� � � / / ,�/ n Smoke Dampers //f$ � A �9 d t/�/L N S s Q fv'�I f9 io- �R p �iV r A 0 0 6 1 o t IM b� t /''H �Q P A'�'/ l hap@cl tigard or.us Final —r Final // — -- PASS PAR? FAIL - �� 4/`✓• A)1SO - � �/rLA�� •f- CpVP4 py.� AJ60fj� PASS PART FAIL �T TJISGf�1a'1z�� _ 'ELECTRICAL ELECTRICALAle -- Service /�, 1 r� /!�{/ Dp /�N/d10k1l) Q�QY�A+ il'� q, (/s/�� Service — — --- - _ Rough b /o �'4 H Tt 0 TV :J G M'�V" 0 J /t I" / >t�S / A �F' — Rough In — JG/Blah UG/Slab oVoltage 94 Clc� f-0i / ^ / Low Voltage Fire AlarnA V Fire Alarm --- — -- ----.� nal Final PASS PART FAIL — - - ----- PASS PART FAIL Slj TE SITE I�ackfill/Grading — Backfill/Grading !Sanitary Sewer Sanitary Sewer ;Storm Drain [ ]Reinspection fee of$_ required before next inspection Pay at City Hall, 13125 SW hall Blvd Storm Drain ( ]Reinspection fee of$ required before next inspection Pay at City Hall, 13125 EW Hall Blvd ;Catch Basin Catch Basin Fire Supp', ` mr [ ]Please cell for reinspection RE. [ ]Unable to inspect-no access Fire Supply Line [ ]Please call for reinspection RE _ _ [ ] Unable to inspect-no access 'ADA (� �I, ADA'Aporoy� ch/Sidewalk a �� V�� _ __— Approach/Sidewalk9A Other Date Inspector Ext Date a) Inspector Ext Other -- Other -� ---- — i 12615 SW 72nd Ave. Final Final PLM 2000.00256 PASS PART FAIL DO NOT REMOVE this inspection record from thr '12615 SW 72nd Ave. /'Ass PART FAIT DO NOT REMOVE this inspection recc d from the ink. cttp- 9 of 17 PLM 2000-00256 -- 15 SW 72n Ave 10 of 17 PLM 2000-00256 11 of 17 CM LEGIBILITY STRIP O I 2 3 4 5 6 Umm �m 7 A 9 10 1 1 12 II3 14 116 1'7 IE 19 20 21 22 23 24 25 2i8 217 2E 29 30 i ui CDZI 1 1 01 �J b NONI BQyrOZ x]111, a.t��l�!SII_lel.]l�l�lll.i�llll�llllIItIl[LIL]-�dih,.]li IIIIIIII!IIIII!ISI!TSI!III!I!IIIIIIIIII II!IIIIIII!ISI!I!IIiIIIIIIIIII!I!IiIIIiTII!IIIII! IIII!III!�IIIIiIIII !IIIII!ITI II!II!ISI!IIIII!11711111 !1!I1111111Ili II!I�III!IIIIIII1111 Oz 1 t t f f i a . A �, LJ INSTALL 30 L.F. 4" PRE SLOPED - \''- - -- - �J - r-i I - - " - POLYWALL 1 ABT, INC. POLYDRAN� -INSTALL POLYDRAIN LARGE C.CTCH BASIN �sT�- - --�- - 1 '-, 1•••i _ - INTALI. � CLEANOUT N..r DRAIN W DUCTILE IRON GRATE W/ #512 DUC ILE IRON GRATE OR APPROVID - _ - 3.2P9pV�p U FOR ,,,,, EO AL PER MANUFACTURES RECOMMENDATIONS - "�� - - -- - - - - -- �_ AND t 2' 4S• ELBOW l> I MU13 \I MANUFACTURERS GUID�Q" - EL. _�' __--_.� - - I a RIM EL 319.903 INV. EL 209.44 SPECIFICATIQNO INV. L INSTALL 54 L CUT SLOPE --- -.tE� -- - - - - --- -�-•----.� _ F pa Surveyors Planne -•, TRENCH W/12F PERFORATED S.D. n ' een ,e ABSORPTION IVI�1 LJfI/'11N N�� IPSTALL,1• -- s.---riv.-_ _- _ _ M_��- -- iWAL1.` C OUT _ - _ -.�� - 0* O 0.5% "LOPE. - - ---- - -.__ RN4 14.0 I S CONTRACTOR SHALL PROVIDE CLEANOUT STUBS - - RIM EL 1 .24 �, �� ,�� `�� INV. EL 09.00 INSTALL CLEANOUT AND INSTALL 80 LF. 8 S.D. , - - 1 I 50792. 4 ■ AT A MAX OF 75 LF. SPACING. I V. EL IN 185.53 PIPE O 0.5% SLOPE S - _ 6 12 22.5' ELBOW - INSTALL 77 L.F. CUT SLOPE ' INV. EL. OUT 186.4 I J 'f► 2Z 13.8.30 _ _ RIM EL 216.001 J _ TRENCH W/12" PERFORATED o b 1. CONTRACTOR SHALL COORDINATE W/ BUILDING I N. 50855.9 -- -.- CONNECT F ING DRAIN TO ✓ NV.-EL; 205.73 - - - S.D. PIPE O 0.5% SLOPE. M CONTRACTOR CLEANOUT LOCATIONS. 7 S.D. MH. WIT WATERTIGHT INSTALL LF. 4" ABT, INC 3. CONTRACTOR SHALL NOT COMPROMISE FOOTINGS f U V hC' LDG. -- CONNECTIONS r POLYDRA DRAIN W/ DUCTILK r - - 58 LF. CUT SLO - L _ - - q O It O IN ANY WAY. IF A CONFLICT IS ENCOUNTERED, NTALL 49 LF. 9 S.D. IRON GRATE /312 OR APPROVED TRENC!!W/Tr ORATED 01 CONTRACTOR SHALL CONTACT ENGINEER. INSTALL 48 DIA. _ PIPE • 0.5% SLOPE I EQUAL F MANUF URE" . , I �"-� n 51 S 00L." L b `i N 4. CONTRACTOR SHALL REFER TO GEOTECHNICAL l S.D. MH. 029 --- I OUIDIL�JHIES I AND SPEC ATK►NS `' ',~ I ► S. D S 7; O G in b I RIM EL 192.88 _ -, ENGINEERS RECOMMENDATIONS FOR I INV. EL N. 186.1 b NTALL C.B. L N / %'. - -+ Bl V N �.^ I INSTALLATION OF ABSORPTION DRAIN. I RIM EL 999.70 Rt?i EL 19 UTILITY CONFLICT NTALL 48 LF. 12 - 0 -,Q4 INV. EL W. 186.U8 -- { S.D. PIPE • Q.5% SLOPE IN61° r, L`CEJRNOUT AJJa _- _ - --� _ -- _ •., O O q INV. .L. 196. 0 INVI. E4. 00.32 VI L UNDER S.D. a - h,�, r _ - - 7-� INV. EL S.E. 189.57 - I INSTALL 20 LF / / �' Lem � 10' S.D. PIPE I NSTALL TRAFFIC RATED S.D. INV. 199.84 .; Ri�3r116ft 21SSR.9 .3% SLO n " -- ( EL.�OS.dS W e V •. 1 CLEANOUTS 7S MAX 3 o O t_ ,,-INSTALL 3V LF, 10 INSTALL 1T1h TEE ANQ.��f ASL LF. 12 S.D. - 40 0 40 80 C k INTAPI 18 LF. lOr• 0.3% SL -- S.D. PIPE O 0.5% SLOPE (SPACING I j• NSTALL 48 DIA. O t V L.F. ION SID. PIPE • 7.53% PI 0.3% SLOPE t I - -- N ALL 374 L!<. 12' S . INV. EL 19 .1 i I C NTALL 48 DIA S. PIPE • 1.0% SLOPE S.D. L, 2 3 TALL C.B. RIM r►L.. 203.85 SCALE IN FEET ., - S.D. MH: j23 INS"T 25 LF. 12" ALL 12'x TEE _ 203.2 I INV. EL W. 199.88 N�'*'S V. EL 19 20 INSTALL 67 LF. 15' S.D. RIM EL:. 200.811 S.D. PIPE 2.0% SLOP 8 �' WYE INV�E 00.20' � INV, EL 9. 196.66 E. - - THE LOCATION OF ALL EXISTINL UNDERGROUND UTILITIES IS PIPE • Z.0% SLOPE - - INS. E 197.12 ANB b x1 DUCER N. 50694.14 - - �.`--- - - - -- - - -- - - - - - - - -' - - -` - - - - - - - - - - - -- SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR -, - T- --- INV. EL ILW. 196 - }I -) UTILITY CfINFUCT "' INTALL 1 _ \ 22223.68 SHALL DETERMINE THE FXACI LOCATION OF ALL EXISTING INSTALL INTERCEPTOR - _ .. _ .. _- . -_ INV. EL S. 196.E LF. 12 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO E CATCH BASIN MAX I • N, 50728,3--- W, UNDER 5.6. __- S.D. ': PIPE` 0.; +' I INET CCFANOUT FULLYRESPONSIBLEFOR ANY ANDALL DAMAGESWHICH000 of 4 RIM EL 191.90 E. 21601.33 S. INV. 200.17 t - c RIM 4L 20!.00* MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE 00 O Of �. r-1 - - •0 AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 00�1 (0 N_ INV. EL 188.90 I - -- - - -- -- + + ►. INV �L 200. -- - - - INV. EL INSTA 29 LF. 10" 37 79 CO&CT Imo. E I N. 5 680.570 CAL.L.. ^ W BEFC�IE YOU DIG W INSTALLC.B. 010 +�+ 198.50 S.D. PIPE O 1.52% SLOP! I ► ►F W/ UNDER S.D. 1 1 192.1 NTA jl _ E. 22 59.1 S85 NTMI 10 LF. 10 z w - -- - ROW EL-192.50 - .D. INV. 199.7 1 RIM E .35 S.D. PIPE • 40% 5L0^E 1-800-332-2344 O > W 3 >_j I -- - llNJL�EL.�81.67 _ j"� UTILITY NFLICT INV. EI .2 3 a r�-- 0 1 5' 1 1 I W/L U ER S.4. I CONS 1 TIC 1 M�1 NOTES-CST 2 2 2 i ■ S.D. I IN ALL L 8 I A,D. I f o l _ --I 198,3 In O vl w 1 r y'�' V1 IIJSTALL 200 LF. CUT SLOPE TRENCH a o t o- o INSTALL 25 LF. 15 -t- 35' -•-��- 35' - 46' 40' 42' 3} - -- - H PEI�i D IPE AND w W/8 PERFORATED S.D. PIPE O 0.5% �1 CONNECT 6' ROOF DRAIN TO STOR o W I S.D. PIPE • 2.OX SLOPE 1 I �- SLOPE. INSTALL CLEANOUTS EVERY DRAIN SYSTEM W 45' WYE TEES I m Z 28' \ �- 6■ NV• EL •88 -1NST LL F. S.D. 1 Is 1.9 1 �� 100' MIN. AND AT ALL BENDS. AND WATER TIGHT CONNECTIONS AS as- 0 I INSTALL 10 LF. W TEEL - \ -- - - UTILITY CONFLICT NT W 5.0. CLEANOUT PIPE 2.0 N. SLOP a o „ _ INSTALL C.B. jZ I SHOWN ON PLANS o z 1/'1 CASING PIPE, 0.29 MIN. --- -- . . W/L UNDER S.D. ER UNI D SEWE AGENCY LF. 2 S. . NTALL 80 LF. 15 " Zai RIM EL 203.00 1 1 43 I 2 CONNECT 4 ROOF DRAIN TO STOP..'.'. _W a- � ►IICKNESS, SPACER BAND WIDTH S.D. INV. 197.32 INSTALL 12 x10 TEE 1• DRAWING 0. 270-T. PIPE O .5% SL E S.D. PIPE O 0.5X SLOPE O n �,= z • f"f V' EL RI"•. EL 204.00 INV. EL 204.00 1 •>i2 S DRAIN SYSTEM W/ 45' WYE TEES z o° W 12's MIN. S.D. PIPE UNDER INV. EL 19 192.15 �, OC RETAINING WALL T - I�• Li- INSTALL 48' DIA. NSTALL 15 x18 RFnUCER AND WATER TIGHT CONNECT!0NS AS n w;; NTA:! 219 Lf. 15' INSTALL• 229 LF. 8' A.D.S. INSTALL 60 LF. 15' AND 18x10' TEE SHOWN ON PUNS o,o� INV. EL 76.34 ALL C.B. j1 S.D. MH.019 PIPE U.5% SL P - - INV. EL 195.97 3 o INV. EL 176.101 + - S.0. PIPE O 0.6% ELOPE HDPE PERFORATED PIPE AND RIM EL 203.41 � P RIA! EL 2x3.00 N l w z -UTI TY CONFLICT " ABSORPTION DRAIN O 0.5% INV. EL N 199.50 M I l� - 10- ICL - INSTALL 119 LF. 12 S.D. INV. EL 200.06 INT 1 S x12 EE INSTALL 255 LF. CUT SLOPE TRENCH 6 o Z - INSTALL 15' DEBRIS BARRIER R W/L ! SLOPE INV. EL W 199.36 INV. EL 19 36 INV. EL C 197.58 SLOPE. INSTALL CLEANOUTS EVERY 1 ?N m 3 N r \ r' PIPE O O.S% SLOPE W/ N. 50708.32 W/12 PERFORATED S.D. PIPE O 0. ^ IV INTAIl 'x 2' TEE CLEANOUTS AT 75' MIN _ _ MIN. ANO AT ALL BENDS. CONNECT BeROOF DRAIN TO TOR o a 2 v f \ INV. 195.7'3 1 SPACING AND AT ALL BENDS O0 DRAIN SYSTEM W/ 45' WYE TEES Z z I a a SD 1 LF. 12 IN ALL 12 x8 _ V. EL f 97.92 N TALL C.B. 0S 16' HOMB IMPRO VIMINT W ARENOU J.D.S. HDPE PERFORATED I INV. EL 1 .88 1 - " AND WATER TIGHT CONNE(:T!ONS o o z o z- RIM EL 203.45 INSTALL 41 LF. 10 Z o i i OWN ON FLANSt'i 1 ALL LF. 12" S.0.- -- PIPE AND ABSORPTION INV. EL 200.62 y I S.D. PIPE O 11.34% SLO ^w INSTALL WOO' ENERGY DISAPATOR PAD I 3.24% SLO F.F.E. DRAIN O 0.4X SLOPE 20' �A ` I Q o� W 4' REIN. DIA RIP RAP, 1.5' SEE DETAIL � -- -- I " a. o��' Iz' / INSTALL 48 DIA. . F. 18 6 a o a MIN. THICKNESS ` r NSTALL 253 LF. f 2 A.D.S. HDPE I INSTALL � CLEANOUT AND ; '^` T ly (n a C7 V'' SHEET Cf 1/11 \ \Ix - S.D. L 202 PERFORATED PIPE AND ABSORPTION S.D. PPE O O.S% SLOPE -- r 12' 22.5• ELBOW w �� F; RIM EL 202.57 RIM EL 254.001 INSTALL 48 DIA. J NSTALL 20 a LF. 18" DRAIN • 0.4X SLOPE � rt _ 2S INV. EL N. 195.23 S.D. PIPE �1t 0.5% SLOPE INSTALL C.B. j6 - I S.D. MH. 17 \ ` INV. EL SE. 195.03 INSTALL 128 LF. 8' A.D.S. POPE RIM EL 209.00 2 IN■T4 2a Lt. - i INV. EL 203.4 0 9911 JJ RIM EL 207.GOt N. 50514.95 PERFORATED PIPE AND ABSORPTTON INV. EL 205.00 8 0.. IPE 41 I INV. EL N. 194.94 z >'� \ E. 21579.25 UTILITY CONFLICT. N • 1.6% SLOPE REFER TO LANDSCAPE --- 0.."51%tS PE :._ . -i _ INV. EL W. 194.74 ` S.S. SERVICE OVER S.D. UTILITY CONFLICT. S.D. PLANS FOR EXACT 1 I' 4. 50347.50 S.D. INV. 194.11 W/L S.D. INV. 197.10 LOCATION -(NST 130 f. S. E. 22197.27 INSTALL 48 DIA INSTALL 60' DU. INSTALL 83 LF. G" S.D. Jo 12 .D. PI 6 1 o r INSTALL 44 LF. 10 S.D. INSTALL 194 LF. 18 PIPE O 12.7X SLOPE ---0- % SLOP _ 0NZ.f�� INSTALL CLEANOUT AND `�� •� , ! S.D. MH.020 S.D. MH.016 ? 8 11.25 ELBOW _ ' n PIPE O 7.0X SLOPE I RIM EL 203.17 RIM EL 202.93 S.D.SDPIPE O O.S% SLOPE INSTALL 48 LF. 18 S.D. I " 10' INV. EL SW. 193.58 INV. EL E. 193.53 INV. EL PIPE O 0.5% SLOPE •�• 2 - -- _ -- I 1 I RIM EL 213.75* _ N P IHV. EL E. 193.36 INV. EL W. 192.31 192.15 __ - I INV. EL 198.36a - INV. EL S.E. 195.77 INV. EL S. 192.17 ~� l _ INSTALL 3S CUT SLOPE TRENCH W/8" ,r Nl 50394.03 N. ,50372.58 VE 13'x27'x6 2 - / ,�` . -' N+ PERFORATED S.D. PIPE O 0.5X SLOPE ` 4 SEPTIC TANK 2 O .z _ _ y INSTALL 61 LF. CUT SLOPE TRENCH P+ \ '♦ W/12" PERFORATED S.D. PIPE O 0.5X \ \ $ • � - ' o NST 17"x8 1 � �I SLOPE 6 , Y INSTALL 4AL CLEANOUT AND f 31 �] 2! r" ,_• - I 'r; 37 190. I RIM E0 21L90W INSTALL S.D. MH.#21 �\ 2' SO I I INV. EL 203.16 INSTRIM ALL 48* DIA. 209.00* S.D. MH j37 4 RIM EL '103.00 \ INSTALL 36 LF. 24' S.D. INSTALV 6'x18' 45' WYE _ INV. EL N 198.18 �► - - - - - 11 ► ` I EL 194.50 i INV. EL SW 198.08 3 INV EL NW. 194.03 PIPE O 0.4% SLOPE _ • � •• `�'� • � . - e _ t INV. ELS 199.09 INV. EL NE. 193.83 , 1NST Lf. 1 INSTALL 218 LF. TALL CLEANOUT .Y N. 50359.75 S.D. l�IP % SLO STA CAS. .►Tr. ' .- -a (, ti INV. EL E 202.99 E. 21705.34 \ ►�� ♦t % _ -- - _ RIM EL 9.001 N. 50195.4193 1 INSTALL 20 LF. 42' DIA. TEFL . `' INSTA C.B. 7 ' P INV. EL. 04.00 1 / 0 -- - TOT O�S9iCAR1TtIDGES INTALL 5. E. 22056.6808 COMPACTED CRUSHED ROCK �` " - N:`,50314. 92 F.F.E. 204.15 CASING PIPE, 0.23 THICKNESS, \ RIM 1.85 _ _WITH TRAF C TED SAS MAMIUFACURED RIM EL 2 30 PER GEOTECH REPORT SPECS. SPACER BAND WIDTH 12 MIN. `` n INV. 1.98. 5 8Y STTR I`1 I STORi,IV1MA`► T E. 22270. 4 ONTRACTOR SHALL PROVIDE (L CONCRETE SLAB \ m-- • 189.9 TEMPORARY PIPING OF S.D. DUE FOR IMPORTED STRUCTURAL S.D. PIPE UNDE', ':STAINING WALL - - �-- i -- T CONSTANT FLOW OF STORM O i 1 ' MAL6AG NO, OR. S, t I 0 COS I FILL INV. EL 178.61 '� IN LL 90 L-F. .CUTS E i N' INSTALL SA LF. 18 --�- -7-- (1(SO -33 -- ) ., WATER RUNOFF. FLOW OF RUNOFF INSTALL 29 LF. 30 SMOOTH-- `6.D.. PIPE 0.5% OPE a I CH W 12 PERFORAT D • • . _ WAS AU VOLUME TO BE TREATED 12 S.D. PIP / VARIES. CONTRACTOR SHAL' .. 1 INTERIOR HDPE CORRIGATED i �� e i _. - �MOYE AND PROPERLY i i r -� 10, 8 FT. O 0.5% oi.v COORDINATE WITH ENGINEER. PLASTIC PIPE O 1.5% SLOPE \ �`\ j 5: PIPE ® O.SX SLOPE I INSTALL-60n- DIA. { ' I EMOVE AND PROPERLY ! DAYLIGHT PIPE ,. \ r - I DISPOSE OF 168 _l'F_._ _&D-MN, 34 - _ INSTALL 75 LF. CLEAN FREE - Y' s.-. 2. -- -- 18 S. 205.75 i 111, S.D. Pi DISPOSE OF EXISTING INV. EL 178.36# , _ __ R L CATCH BASIN Q DRAINING MATERIAL �9C ?� . 1.07 `SUPE IN L 163 L.F. 2.4 AL:. L 1 D.S. I EL E 201.00 BLDG FOOTINt; PER 0.5.H.D. STD. " ;ii - s:D:r I: O 0.4X SLO E-HDPE PIPE �(fd LO �r+Yt-EL W 200.00-- I - INSTALL 36 DEBRIS BARRIER i J ---- 1 0 EXISTIN - --��- NE 202.TS - EXISTING I .D. MH. REFER �- I SPECS. SECTION ` ` I EL SE 202.75 � 02610 FILTER FABRIC AMOCO \ ,� � � „ _ .. TO OFFSITE PLANS FOR 4545 OR APPROVED . INSTALL 80' DIA ` ~ �tP OUTFA 1 EQUAL ON TOP AND INSTALL 10 x10 ENERGY DISIPATOR PROPOSED W. �" r • N�W178.25 LF.� ,, EXIST. S.D. MH. PAD W/ 4' MIN. DIA.. 1G' S.D. MH.01 PUBLIC S.D. ��. '��_ PIP .5% SLOPE �'`�'''� I s ,-s: ,° " INFORMATION f t SIDES RIM EL 202.45 -A-1 --�_- - ----- �• I } 9. MED. DU, AND 24 DIA. MAX. INV. EL IN 179.51 EASEMENT - ----+�� - - RIP RAP. 2' MIN. THICKNESS _ r J V Sp r I - 1 ■ZONE OF NJ 5' MIN. INV. EL OUT 179.11 \. r - {_ L ^✓ EXCAVATION OR ti .- -- -- -- - FROY END OF PIPE TO N. 50328.86 � -- -'�'--- ---_ --�--��-=- �- -•--- -� Z - � EXCAVADISTRUBTION PROPERTY LINE - - `-. 1S=• A I E. 21710.35 - IN3Twlw IA. ' ` - -_ ''- - •� - - -S.D.• H:'133 - - - - -- - IROPOSEET 1_ INSTALL 160 LF. 30" 9; i _ _ 'T t� SMOOTH INTERIOR HDPE `/ - RIY 19 .38 . 1 .-EASEMENT- -75 LF._1 Z• -- 1N1r l -W 1813.31 . • S;D. PIPE O 2.79X xz ■ CORRIGATED PLASTIC PIPE INSTALL 72' DIA . - IMV_;L-IIL 158.16 E' - i INSTALL 92 LF. 24 O 2.5% SLOPE' , q _�- s• G ST 9 tF. 24 S •`j �''• ' ` SMOOTH INTERIOR HDPE S.D. MH. 2 N. 5 �21:74 a j z .f st -• «r CORRiGATED PLASTIC PIPE A.D.S. HDPE `, 0 SMQOT 't11TERIOR HOPE .,; , RIM EL 199.4y SEE DETAIL - \ _ - � •1b ''"COR TIC I "- }-, h_-��rl:� r'� ` ',T` - 5.1- -O 9.78% SLOPE PERFORATED PIPE 1 INV. EL K. 183.7* SHEET C11/1 t ` . - I ' 1�, ..r,5 - - - INV. EL N.Yy.,.183:51 r0„ - GALL-- a LzF. 24• SMOOT _ PIPE O .29% SLOPE -_ I N 3 olu •�17,, �TQN INV. EL N.L i A183A4.14 INTERIQ WE CORRIGAU _ _ I ALL 256 LF. C SLOPE A , d;•• �, . I .I � 3 INSTALL 28 LF. 12 PLASTIC P PE O 4.28% SLO TRE H W/8' PERFQRA D S.D. _ t t-�I __ y ,i - ST _ DRAIN TRENCH DETAIL 11;',60220.6 , S.D. PIPE O 0.5% SLOPE - PIPE O o.5%-SL o ---- r N.T.S. 21828.09 I I \_ 1141)Gam,t_ % _ v a \ tAA �' QTS.D. MH 6- J<"- LITS IN. "�- - a�yii -so, SEE DETAIL L -_ AND T A ENDS 1 �_ - I .2z• THIS SHEET \ RIM EL-20T 1 E, 1 I , Z,.t,� �; INTALLCLEANOUT AND EL NE- 19d:6Q'i�c ALL- 8' CL T AND �1 - I I`J 1 >;� 12" 45' ELBOW ,/-`rte EL W 1�3 Sj= b' 22.5' ELBOW ',s2 I I �• RIM EL 218.70* 0 CEI.St_ � S60.Z.3 a I / 500 SP "" INV. EL E 19361 �?'1' RIM EL 209.753' ;u• ?.2 4" <v !' i I I 'I sill INV. EL 204.84 5'0T INSTALL 80" DIA. S.D. MN. INV. EL 3 2 E' , 1; I i u I A'-r. \I.. RIM EL 199.00 vALh PROPOSED TOP rE. INV. EL ISL781 y I ;'I I :- . .,,A;, c•�r` VARIES SEE I III '`r 1 INV. EL.. 188.983 u,.. INSTA 5 LF. /SLOPETRENC i ^I - I.Q. ' _v' INSTALL 88 LF. CUT SLOPE TRENCH PLANS PROPOSED ROADWAY N.�: INV. EL 188.88 c . PERFORATED S.D. PIPE O 0.3% SLOPE _,, z" i ',;�) "4./12' PERFORATED S.D. PIPE O IMPROVEMENTS \ .)l a` a:EL~o Hs.D." a r 'i I 0.5X SLOPE •P., _.101•x7" "A,c�, nl, c, .. ,\ •,: 5 ';y •10*FII � ; I I I � i FcIC � G 39' I ' E I I ! 1�ill l �1F .Op INSTALL 12 45' ELBOW { °: / DE: PROPOSED GROUND o`' I j I , I D 1-: � \ ��• / I II_ col• '_^"''q• AND � 6' CLEANOUT I �� ' ,. I ; I RIM EL 218.00* � ' ;.sL INV. EL 205.28 - •�`~ INSTALL 31 LF. 12" S.D. !� I l it�I � - .�j CITY OF TWARD PROPOSED TOE 10' MAX. •PIPE • 3.16% SLOPE 1 6' itionall Approved .... _. .. I INSTALL 48 DIA r . a I // NSTALL CLEANOUT u l ..0> Approved .Y..pp . e _ . L INSTALL 12 90' S.D. MH.032 C RIM EL 208.00# 1 or only the wo as described in, ELBOW AND 6' CLEANOUT SD RIM EL 198.20 - y PERMIT NOwl !1U _ RIM EL 197.89 INV. EL B8#,00203.00 - .• �-� - - PROPOSED CURB 1 _ INV. EL N. 192.62 N. 40965.6470 s _ INV. EL. 193.60 INV. EL W. 192.62 :. .�„ See iettar to:Follow.............. ........................... I ): 2 MAX. EXISTING GROUND N. 90176.64 E. 22110.8918 - YARIES E. 21913.70 ` � .. Altach ....... I ) INV. EL S.W. 194.1 Z j) 1 N. 30174.50 8 . Job Address. 015_g _ -- SITE E. 21934.36 INSTALL 05 CLEANOUT �� D RIM EL 21800* 217ON� BY: � - nate�0_?�-,vv DRAINAGE EL > ;.~ _ J,,., _ - I _ _ OFF RAMP 18' FREE DRAINING INSTALL 33 LF. 120 S.D. INV. 4L 41 49 %�" _ " -I�} err•r - --' " - ' PLAN MATERIAL PIPE O 1.49% SLOPE CA-CH 135*6 I R° '' '3i aad - INSTALL (2) iN'TERCEPTOR E. 22131.4144 ;R'il` 251 ,9 I` GI E OiT. z-3 , 5' CATCH /9•!18 INSTALL iZ" 48' ` .,UT I INSTALL 144 LF. CUT SLOPE TRENCH RIM EL 1117.80 ,a MIN. ELBOW AND r CLEANOUT 108 N0. 12988-01 INV. EL i�=99.61 W 12" PERFORATED S.D. PIPE DWG NO. 39SKI04 RIM EL 197.70 RECORD DRAWINGS ,, / + INV. EL 194.60 THESE RECORD DOCUMENTS HAVE BEEN PREPARED B,1SED IN PART ON THE BASIS OF - • 0.5% SLOPE DRAWN JIa1 Ci• N. 90153.97 INFORMATION PROVIDED BY OTHERS.THEY AF'. ':'iT INTENDED TO REPRESENT IN _ L 21911.50 DETAIL THE EXACT LOCATION,TYPE OF COMPONENT,NOR MANNER OF CONSTRUCTION. CHECKED DSM (• OPEAF.PAN4 PRSURROUNDED BY 1/2--2-AWASHED �D� PFM �T� J•U-8 ENGINEERS INC.HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF - 1 DATE 11-20-98 THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS OEOFAMIC MTZR OR AN APPRI Y D EQUAL N.T.S. wHtCM MAY BE INCORPORATED HEREIN AS A RESULT• C 6 / 11 mm. PIPE !LOPED • O.SX SUDP[ TO POSITIVELY OWN. L 1112 01!w 1Ry Aw. PLM fNANlN t t2 d 17 � « -... -.+.-! +._.+.+.+-•. -- ..._.._.._...._._.-....-�. ....i......,_. +► ' .,,." ;.•.,.. .•r+.wrllMwa.u. M.n .,... ✓+-,..i.n..Oiwwl....^,eI1MeM,•..r.e1.M1..1.e� CmO "' "'' 'Illl�il 1111 ILII 1 IIIIIIIII III'll' iinl hll 111111 Tin ILII r - LEGIBILITY STRIP C, 1 • C 10 1 1 1! 1 14 t� IL7 I 1 1� AI a! !3 iA is 2R =T !M >�M 30 f ; 7 < ++.wnr•. 4:. f , 4f• .. ... .... ........_ :.... ......,.. .. ., -,,.. .�. _ - •:', - MY. `n l�,e't9111 ,IR'i: •'N,I I a .-'^, '••r P' TtA i 3\4" SQUARES SPACED 3\4` - - 1` HOLES AS INDICATED HT 1\8' R - 1C..- 1 2` GRA I 2'-0` 3' 0. .'� �I / DE 60 El stw-c"n.pianswn , RAIL © t S 0` ° T °u 0 13 _ • �� 9/16` ROUND ` - O BAR PLUGGED TEE PLUGGED CROSS °' 1 I •--4 - 1/4" BEND PLUG OR CAP 7�9• 10' 72" PORTLAND CEMENT CONCRETE `J - - q RAISE 1\2 WIDE BORDER N t:i 1 (h *O 12. M I 4 3' 4` 11 - 1/2`--� p 2 /3 REBAR LENGTHWISE �'- m j FIBER JOINT PACKING JI : , - ._ _ ,w'"-.. N c 4. 1�n 45'(1/8) BEND- COMPRESSION PLUG --14 - 1/4" LATERAL PLUGGED CROSS TEE V�3 O q CONCRETE BUMPER CURB _ � � h a Not to Scale - 'RFS ETE THRUST BLOCK SCHEDULE N 4; `A NOTES: 1) GUM�u� SHALL BAR.ANCHORED ED w TM I \\ + -9-1/8 - BOLT TO WALL IF - 3 4 c` FEET IN 8 - �. NGT IMBEDDED IN (REARING AREA OF THRUST BLOCKS IN SQUARE FEET) m 3 C CHANNEL BENCH FITTING 901BEND, TEE, OR 4S' 22 1/2' 11 1/4' O it - SIZE (INCHES) PLUGGED CROSS BEND BEND BEND w 1. 7 4• LADDER SHALL CONFORM TO 4 01.9 01.3 N k r-. POLYPROPYLENE ASTM D-1401 -- -' - 15` POLYPROPYLENE STEP, LANE 1/2'AR ADE615 60 REINFORCING NFO DRAWN 6 04.0 021 01.3 -- I `' ® PLUG TO BE SEALED IN NO. P-13938 OR EQUAL BAR C-1018 8 07.1 03.9 02.0 01.3 + CAST IRON AND COVER SAME MANNER AS MAIN ply 12 18.0 08.8 04.5 02.3 8 $ I Q' SEWER JOINTS W �/pp�pYLENE CNI 18 8.4 1 1-C14 0 1 0" S.D. PIPE / ' r n� R 24 84.0 34.9 018.0 0901 r` N W U SEE SHEET C4 t C6� > ? 39 . FOR ACTUAL SIZE. LADDER DETAL ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN > > 2`" - �> -- - Not to `_kala ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO W�w i COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING Ui N STRESSES USE THE FOLLOWING EQUATION o _ 3 0 36' C.M.P. KAI" AIIEM - (TEST �ESSU E/180) x (1300/SUIL 6EARIMG STRESS) x (TABLE VALu� ��m _ � 24 S.D. PIPE �z� Z ASSEMBLY _ NOTEs: 0 / I N.T.S. �� `� 1. STRADDLE BLOCKS REQUIRED WHERF LINES MAY BE EXTENDED IN FUTURE '0&�' ui _ SEE DETAIL Nu. 5111 z a'a`3 I \\ 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST' UNDISTURBED EARTH. r � 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. &�_ a 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 24' S.D. PIPE / i�w o 1 1 A I A ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING off ' z 150 S.D. PIPE / I / / - \ 12 S.D. PIPE ! AREA REQUIRED. j `' A / I A /' 5. IF NOT SHOWN ON PIANS, REQUIRED BEARING AREAS AT FITTING SHALL BE ASak \ / / INDICATED ABOVE ADJUST IF NECESSARY, TO CONFORM TO THE TEST _ v S S.D. PIPE I I PRESSURE(S) AND AL- OWABLE SOIL BEARING STRESS(ES) STATED IN THE ' SPECIAL PROVISIONS. `� 3 �Wm o 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 2 - _ \ / PRECEDENCE OVER BEARING AREAS AND (BLOCKING DETAILS SHOWN ON zO ��a V. `AN \ / 24 S.D. F ir'E \ THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE z a \ I / \ / 24 S.D. PIPE FEET, E = s z = In �Z Not to Scale W \ /� �\ � � Se o !a- z THRUS - THRUST BLOCKING DETAIL y 24" S.D. PIPE PLAN 3 0 z 3 f L"/11\ Not to Scale g S POLYETHYLENE STEPS/IRO O in t o POLYETHYLENE STEPS/IRON PLAN �� Not to Scale FRAME AND GRATE REINFORCEMENT 8"x12" WIDE. FRAME AND GRATE r LAN REINFORCEMENT 8"x12" WIDE, - _ 2" DROP, IMBEDDED 30, ON POLYETHYLENE STEPS IRO - / 2 DROP, IMBEDDED 3 ON Not to Scale 12' CENTERS (TYPICAL). REINFORCEMENT 18'x12" WIDE ( ) � �•-FRAME AND GRATE 12' CENTERS (TYPICAL). 2" DROP, WEDDED 3'. ON / 12 CEWERS (TYPICAL). OPEN TOP I ` 1FAflp OPEN TOP I RIlp I N >ORIAr -� - SHEAR GATE r_� OPEN TO1111111 P \ L - - -- - -_-J SHEAR GATE OVERFLOW 186.40 IN. 8" DIA. OVERFLOW 191.57 (SER MIN. 8 DIA. 5Q. SO. RISER SHEAR GATE 118" S D. PIPE ON'111111l)llk 17- '1 RIPE 12" S.D. PIPE MIN. 8" DIA. , . -OVERFLOW 198.00 24" S.D. PIPE i -RIPE 24" S.D. PIPE BAR GRATE / 1 12 RISE / \I ■ 90• D.I. ELBOW I 24" S.O. PIPE PIPE 12' S.D. PIPE 1 � LOW \ 4" __\ SLOW \ BASIN: 10 GA MILD STEEL OR 1/4" PLATE. WELD E 1 AND COAT ALL SURFACES WITH ASP'•,ALTIC PAINT. FWW-IO STORM FILTER OUTLET STUB: FOR NO HUB CONNEf;'IOR. SIZE AS 180.12 \Y�/ 183.54 REQ'D FOR INDICATED PIPE SEE PLAN). I.E. OUT I.E. �S0.i0 I.E. OUT _ .E. OUT #sem ( i T 185.44 ' • GRATE: WELDED STEEL DROP-IN Ekl GRATE 178.43 1 132.45 191.28 8" MIN. (ASTM A36) -8 MIN' I.E. I.E. OUT t!�# _ i 11 - END BARS: 1/2'x2" f 3,07' RESTRICTOR PLATE 3 8" MIN.- = 3 z CROSS BARS 1/2"x2 2" 0/C ■ 8.89 RESTRICTOR PLATE 3 BIKE STRAPS 1 S xi (FOR FLOW CONTROL). ' ro ■ z ■ ■ a0 z (FOR FLOW CONTROL). ,o m • 16.000 LBS, UNIFORM LOAD CAPACITY. BOTTOM ORIFICE. 8� � 3 „ � REFER TO SHEET -60" 3 BOTTOM ORIFICE. 8'�--{ Q _0.35 IN2/FT OF BASE REINFORCING STEEL ■ io I --60" C6/10 FOR INVERT AS MANUFACTURED BY: GRATEAIASTER, INC. co 0.35 IN/FT OF BASE REINFORCING STEEL ELEVATIONS. HILLSBORO. OR. 97123 IN EACH DIRECTION FOR CAST IN PLACE 8�---{ 60 M IN EACH DIRECTION FOR CAST IN PLACE (503) 647-2050 i MIN. BASE. �- I - 0.33 IN'/FT OF BASE REINFORCING STEEL M N• - 3ASE. k -2'-0■�I FAX: 647-2425 rr0 _ IN EACH DIRECTION FOR CAST IN PLACE 2 1/2"MAX. SUMP II " B/rSE, 2 1/2'MAX. SUMP 2 1/Z"MAX. SUMP LYNCH TYPE CATCH BASIN DETAIL FLOWSEC`nON A-A SECTION A-A Not to Sale FLOW CONTrROL MANHOLE #31 SECTION A-A LANDSCAPING OR TRANSITION AT 2:1 MAX. 6' 3' ~ MANHOLE ��y•y � y�� FLOW ��C�NTROL MANHOLE �'3 Not to Scale S.D. MC NHOLE #15 Not to Scale 1/2'R AST IN PLACE TO MATCH EXISTING Not to Scflle FRAME AND GRATE CONC. CURB HANDICAP INSTALLEDSTOP N AND5CAPE0 AREA:IGN INSTALLEC IN PARKING LOT HANDICAP FINISHED GRADE �r�\i�//�K RECORD DRAWINGS LOCATIONS PER LOCAL CODE �, THESE RECORD DOCUMENTS HAVE BEEN PREPARED BASED IN PART ON THE BASIS OF INFORMATION PROVIDED BY OTHERS.THEY Ar VOT INTENDED TO REPRESENT IN r i 1 DETAIL THE EXACT LOCATION,TYPE OF COMP(jidENT,NOR MANNER OF CONSTRUCTION. I I ■ z Q ° 7//7/'PAVEMENT,'' J-U-B ENGINEERS INC.HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF eD- THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS I I ■ _ _ __ 4 x 24 PRECAST CONCRETE WHICH MAY BE INCORPORATED HEREIN AS A RESULT. ADJUSTMENT RINGS. 2 RINGS a CONT. #4, BARS ,, REQUIRED. 4 RINGS MAXIMUM TOP AND BOTTOM. R1-1 I I PLASTER INSIDE AND OUTSIDE S I I GROUT BETWEEN RINGS 24" DIA. FACE WITH 1/2" THICK GROUT. �� 5 • �--AS" TO 24" OFF-SET CQtjE-_ -- CITY OF TIGARD 30 x30 i' -- -- - - Approved .. ............................ g •8" PIPE BEDDING TO BE PLACED UNDER PIPE W - MIN. 24" FOR PIPE 12' OR LESS R7-801-` WHERE CEMENTED GRAVELS, SOLID ROCK OR W •• ' • • • MIN 24 + O.D. FOR PIPE > 12 Conditionally Approved . . ........................... 1 1 D UNSTABLE SOIL DUE TO PRESENCE OF WATER For onl the war as described in: - 5 IS ENCOUNTERED. ORIGINAL GROUND MANHOLE STEPS A LADDER �---48 P RMIT No._r�`��''�� '� pp1 CURB U_120 INITIAL CUT HANDICAP SIGNAGE SHALL MIN. PRECAST MANHOLE NcWTE BARRIER �.URB S -PATCH- SURFACE MOUND Sae Letter to'Follow..............•.............................. MIN, i 3 I TO ALLOW FOR BE 1KALL MOUNTED. REFER '1 P.ttach...., I I '.................................... Not to Scale SEALED SITUMINOUS SURFACE _ SETTLEMENT TO ARCHITECTS PLANS FOR BER GASKET Job Address 2Gl�- cU - a DETAIL -- -- - SEALING IL EVEINT / RELIANT A Date /0��''��_ 5 1 4' MVO HYDRANT MUELLER CEN111RION, 1 Ay: - -- - - - - - - J / 0 GROUT UFT HOLES I -- - 129,E C N D RIKN, CLOW M OE STYLE INSIDE AND OUTSIDE ' 18 MIN. BASE COURSE tf BASE COURSE qr / r j a T -� WATEROUS PACER. CRUSHED GRAVEL / _ I f � BREAKER FLANGE, 3` - 8' ABOVE FINISHED GRADE 3/4 MAX. IL 24 MAX. R J /' ► / - / tj ■ � -- - - 18 MIN. CRU 4E0 GAVEL i•_I ■ SIDEWA.1 X /. _3/4 MAX. 24 MAX BACKFILL > / // " w 1 �J CAST IRON 2-PIECE (9076 COMPACTON) 2x2 TELESPAR -f / BACKFILLVALVE 80X. r/ / (90R COMPACTION) _ TUBING _ i / TAR PAPER OR HYDRANT EXT. LEHG PlAST1C z STORE NUMBER CLOSED BOTTOM � PIPE BEDDING ;o PIPE BEDDING is PIPE BEDDING /�3000/ PSI CONCRETE � REQ 0. 1 1/2" WASHED 1.0' (ROUND OR SOU APE) -- �K BLOCK DRIVE-RIVET425 r 6" MINIMUM f. --- TOP OF SIDEWALK 1� �(2) REQUIRED �,, 7 .I + + OR FINISH DD GROUND - F�--_-W W- WT_T I I_ • �;T l-hIr_ : 18 °^ . COMPACTED FOUNDATION y, \ �• \ j{J X 6"FL nr i � 8' MEGA LUG RE;LINER • • • -I GRAVEL 8 MINIMUM �y TLE. SEE NOTr SHEET TYPE 'A' SURFACE REPAIR TYPE '8' SURFACE REPAIR TYPE '(;' SURFACE REPAIR 2 1/2"x2 1/2 � . , I r r UNDISTURBED EARTH 12` x 12` x 4d GLAND (ESM IRON) NO. 1 (EXISTING BITUMINOUS SURFACE) (EXISTING GRAVEL. SURFACE) TUBING I I C• CONCRETE BLOCK 8" DUCTILE IRON SPOOL 8` AUXILIM f - ' 's I - NOTES LENGTH AS REQUIRED GATE ALVE SEAT NOTES: �� 1 ALL LOOSE AND FOREIGN MATERIAL SHALL BE REMOVED FROM THE FACE OF THE EXISTING BITUMINOUS SURFACE-CUT. TTUBMG•x2 1/4 '1 NOTES �11- - - 1.PIPE CO VECTIOWS TO MANHOLES SHALL BE AS FOLLOWS: VARIABLE VARIABLE �� J) 2. ANY FRACTURED BITUMINOUS SURFACE BEYOND THE FACE OF THE SURFACE-CUT SHALL BE REMOVED. -**r�� -1,i r I= PVC PIPE CAST OR GROUT A MANHOLE COUPLING INTO WALL. ( �� JOB NO. 12998-01 3. THE FACE OF DIL BITUMINOUS SURFACE-CUT MUST BE PRIMED BEFORE APPLYING PATCH. -SOIL BACKFILL D.I. PIPE: BELL AND SPIGOT JOINT OR FLEXIBLE COUPLING EITHER NOTE: 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE. FOR SIZE ON SIZE USE A MJ DWG NO. 39MOI01 SHALL BE 12" MAXIMUM DISTANCE FROM MANHOLE WALL, PVC TAPPING SLEEVE. �� JDJ 4. PATCH SFHLL NOT ONE SHA THE EXISTING BRUMIIVOUS SURFACE. . NOTE: AND 0.1. PIPE. OPTIONAL CORE THE MANHOLE AND CONNECT 2. NO OBSTRUCTIONS WITHIN 2' FEET OF HYDRANT. S. THE PATCH THICKNESS SHALL BE FOU.. INCHES (47 OR EQUAL TO THE EXISTING ASPHALT THICKNESS, WHICHEVER IS GREATER. 6. BACKFIU. SHALL CONFORM TO GEOTECHNICAL REPORT REWRILMENTS. 0E MEAL ALL SKfNAr,3E SHALL BE IN CONFORMANCE WITH STORM DRAIN PIPE WITH A WATER TIGHT FLEXIBLE RUBBER BOOT CHECKED DSM ' .� IY� .�VTta�a a THE MANUAL ON UNIFORM Tf'AFFIC CONTROL IN MANHOLE WALL. KOR •N-SEAL BOOT OR EQUAL. 3. PAINT HYDRANT WITH CATERPILLAR YELLOW. BAG HYDRA6''VT UNTIL SYSTEM IS APPROVED. REMOVE TWO PIECC BREAKAWAY ANCHOR Or-WES. ALL CHAINS A CONNECTORS FROM ALL PORTS. NO LOCKING DEVICES ON STORZ FITTINGS. DATE 11-20-98 Not to Scale STORM DRAW MAMOL E H�-�ANT WSTALLA�oN C � 1 1 Not to Scale Not to Scale - _____ -.- -- •- -- - -- . • -_-- -- -- --- tie/eswnneAw o1.M 2NO40M 12 of 17 4A.._..,,,wr...r.,,.rl►. ,,...a„n..•na"r.wrx°r.,• W.o«« „.�.wr.nirwumw,.++•+wrsrrwwn, _ Ii n T r i I I C!Tl " 11 I II lil II�IIII'I II� wilt I 111111lI_LII 1 LILII i ll'lil:L1111'41 1111 1111 IIl ILII 1111 1111(1 1 I 11 _ LE1i!!1LITT STIRIP 0.2. am I 3 ♦ 6 e ! 10 11 12 13 14 I 1 1 Il I 17 I ilk I 111 I�� I ��9 30 mapawr,wrrw.w.wa-.�..�, ....,.,....,. .,», � '1 4. 1tV 1 1V i 't , [n61neerm Surveyors•Plui ere TRAFFIC BEARING ACCESS �-- 48' DIA. CORRUGATED MANHOLE -,""", rwV, 1"' fC4 of 1 4" AUR. OUTSIDE OF WITHIN CUT L -5 rz A 16'A -W1X. 'PAVEMENT PAVEMENTcz C14 B -- B UTLET _ 3� C C T - -- - - - CNS tj I 24' 26 18' CAST IRON 9IFI - ----- -- T*- - -- o a, I 8 TOP SIAB 3k ' Ml D PROVIDE 24' BY I I I - �cn h h OFFSET ACCESS OPENING _ 4' THICK CONCRETE ' ' I'''48" MIN. I I 1+-I 11111111 U itAS SHOWN. LOCATE OVER1711 m PAD (SEE NOTE 4) II ACCESS LADDER. pTI OUS _ HAND TAMP BACPRECAST CONCRETE TOP SLAB FOR 12 ONTI MOUND TOP S 2 MIN•MIN. 2' MAX. Li In r7 84' CATCH BASIN (100" DIAMETER). 24* --- 4#•-4"j5 REBAR 12" O.C. E �i LADDER 6' ASTM 3034 P -� a 13AR GRATE a PUCE CEMENT MORTAR SEAL BETWEEN E TOP SLAB AND CORRUGATED MANHOLE. °S 24" BOLT LOCKING RING AND L �J in 6■ COVER PER STANDARDS WITH ADJUSTMENT RINGS AS NECESSARY. TOP SLABS �- OPERATING NUT EXTENSION r* m c i UA UA 6 MIN. -- J JJ �3W J . 90' D.I. ELBOW - y 12 ,'HT Outl' War jEE Spee 4 *0a� �W r, eN: a"Aryte�tiil =!,otj CONCENTRICELEVATIO FCCENIRIC SECTION 1' 9 r I o r HANDHOLD w, M roil T/�. `-2•- { 1 c; I'S C LA r4 P P{ i 18" J W z • MIN. o k° ff 110 S;Z e. CRUSHED SURFACING A BOLT LOCKING MANHOLE RING AND COVER I I k". v o= �� -� TOP COURSE PER WSDOT STD. SPEC. B CONCRETE GRADE RINGS A NEEDED TO MATCH FINISHED GRADE I M a W > - 9-03.9(3). COMPACT I = a CL o > f ,4. TO 9571 MAX. C CONCRETE TOP SLAB FOR TYPE 2 CATCH BASIN W W I N= C14 REFER TO SHEET (3 � a DENSITY PER ASTM 6/11 FOR INVERT 12" ~MIN' p1557. b CMP RISER: 10 GAUGE HELCAL OR ANNULAR CORRUGATED METAL PIPE, DIAMETER TO MATCH DETENTION PIPE. �� " ` ��` ELEVATIONS. - 8Ldo� CORRUGATED METAL MANHOLE, l MOTES: \��\ �\ \ I-,--- 4 -ON �I PER STANDARD DETAIL �- E CORRUGATED METAL STUBS AND DETENTION PIPE TO BE SAME GAUGE. STUB LENGTHS �' TO BE 12" MIN. 1) VALVE BOX NOT TO REST ON OPERAT114G ASSEMBLY. W o�' F OPT10NAL CAST-IN-PLACE CONCRETE BOTTOM, 6" THICK WITH 04 BARS AT 12" O.C. BASIN: A AL MILD STEEL OR 1/4" PLATE. WELD s�m 3 2) OPERATOR EXTENSION AND COAT ALL SURFACES WITH ASPHALTIC PAINT. O&06 G STEEL BOTTOM: 8 GAUGE BOTTOM PLATE WELDED TO RISER REQUIRED WHEN VALVE NUT OUTLET STUB: FOR NO HUB CONNECTOR. SIZE AS r �a0,1 • IS DEEPER THAN 3 FEET ® 24' REO'D FOR INDWATEG PIPE (SEE PLAN). LJ z$ 60 1. ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL FROM FlNI:i11ED GRADE. GRATE: wlj NamWELDED STEEL DROP IN BAR GRATE c �1 'So OR ASPHALT COATED TREATMENT #1 GALVANIZED. COMPLETE CORROSION MUST BE 3) CENTER VALVE BOX ON (�� A36) z Ln� END BARS: 1/2'x2' ' V1 Vl Z v Ir s ut ASSURED. AXIS OF OPER. NUT. CROSS BARS: 1/2"x2'x2' 0/C 39 W =zon BIKE STRAPS" 1/8"x1" of ~--; L_ 2. NOT FOR USE IN ROADWAYS DRIVEWAYS, AND OTHER HIGH TRAFFIC AREAS. REFER TO 4) PROVIDE 24' SQUARE BY 4' THICK TRAFFIC BEARING ACCESS FdR C.M.M.H. DETAIL CONCRETE PAD AROUND VALVE �- 24' AS AS MANUFACTURED BY: GRATEMASTER. INC. ti0� HILLSBORO, OR. 97123 J000 BOX OUTSIDE OF PAVED AREAS ♦Z TOP SLAB SHALL BE RATED FOR H-20 LOADING. AS SHOWN IN CONCRETE PAD DETAIL (SOS) 647-2050 L MANHOLE CONCRETE C R ETE F'AD FAX: 647-2425 CORRUGATED META Not to Scale TYPICAL GATE VALVE INTERCEPTOR DETAIL TRAFFIC BEARING RING A/�P ESS FOR Not to Scale Not to Scale CORRUGATED METAL MANHOLE INSTALL 60" DIA. � Not to Scale S.D. MH. #226 RIM EL 193.,57 INSTALL TRAFFIC RATED INSTALL 4' 5.D. INV. EL E. '185.63 185.53 48" DIA. RISER MH #12 EQUAU?EP PIPE O INV. EL S.W. 7.56 RIM EL 201.70 0, SLOPE, TYPICAL INV. EL S. 187.56 INV. EL 188.38 5 PLACES INV. EL S.E. 18 :63 N. 50333.99 INV. EL 190.50* NSTALL 60" DIA. N. 50819.90 E. 21910.65 S.D. MH #14 E. 21462.06 RIM EL 202.14 NISTALL 46 LF. 15" S.D. INSTALL TRAFFIC RATED INSTALL TRAFFIC RATED INV. EL S. # 186.00 INSTALL 46 LF. 10" S.D. REM VABLE RACK 48 DIA. RISER MH #13 AV. EL E. #t�187..T2 PIPE O O.5% SLOPE " SCH 40 UM. PIPE 48 DIA. RISER MH j'. 1 PIPE O 0.5% SLOPE �� 3/4' DIAM. LAR FRAME RIM EL. 201.70 RIM EL. 201.60 N. 50338.90 INSTALL 60" DIA. INV. EL 186.33 INV. EL 186.43 E. 21931,26 INSTALL 10" 4S' ELBOW S.D. MH. #27 4' O.D. 8 O.C. N. 50335.02 N. 50332.96 ELBOW W/ 6" CLEANOUT E. 21900.70 E. 21920.59 INSTALL 20 LF. 24" RIM EL 193.16 RIM EL 193.21 N.W.S.D. PIPE O *;",23.65X iNV. EL 185.30 INV. EL .W. 184.40 SLOPE N. 50798.61 INV. EL S. X180.83 INSTALL TRAFFIC RATE NSTALL 60" DIA. S.D. MH#1.. INV. EL E. *80MI80.83 48' DIA. RISER MH #10 SEE DETAIL SHEET C9/11 E. 21433.84 E. 20483.36 RIM EL 201.70 RIM EL 201.96 INV. EL 186.28 INV. EL N. 191.97 INSTALL 20 0. 10' S.D. NSTALL 60' DIA. N. 50336.05 INV. EL S. 191.97 PIPE O 0.5% SLOPE--------,- S.D. MH. #28 E. 21890.75 INV. EL E. 1# .#x191.28 INV. EL W. #�192.45 RIM EL 193.2 0 INN. 50336.84 INSTAU_ 8'x14' PRECAST STORM FILTER- INV. EL W. X180.83 INSTALL TRAFFIC RATE E. 21951.16 W/ 17 CARTRIDGES AND TRAFFIC RATED N x EL S. 180.83 Q } 48' DIA. RISER MH #9 INSTALL 12 L.F. 12" S.D. - UD AS MANUFACTURED BY STORMWATER RIM EL 201.70 PIPE L 2.0% SLOPE MANAGEMENT, PORTLAND, OR (503)240-3393 E. 21493.25 INSERT ALUMINUM TRASH RACK 0 INV. EL 186.23 NSTALL 5 LF. 36' DIA. INTO BEVELED PIPE END. 6- WATER QUALITY VOLUME TO BE .536 px ALUMINIZED STEEL CMP 12 6" CLEAR FROM DEBRIS N. 50337.08 NSTALL *K S.D. CLEANOUT 2.96 BARRIER TO FINISHED GRADE E. 21880.81 AND 12" 90' ELBOW. INV. EL IN 183.20 RIM EL 192.900 GM;$X SLOPE. TYP. 41PPLACES 1 INV. EL 188.81 INV. EL OUT 182.90 O.0% - INV. EL �5' S' gyp. INSTALL 10 S PE S.D. 191.21 PIPE O 0.0% SLOPE INSTALL 112 LF. 60' 9'x 17' IN ALL (2) TRAFFIC RATE ALUMINIZED STEEL C.M.I'.. ') NV. EL 191.21 PRECAST 48" DIA. RISER MH.'S I 12 GAUGE O 0.5% SLOPE. INV. FL. W/ 23 FILTERS -INSTALL 104 LF. 60 DIA. 10' O.C. 5 PLACES 188.91 59 TOTAL 9�pp / ALUMINIZED STEEL CMP, 12 INSTALL A LF. 10" S.D. GAGE O .0% SLOPE. PIPE O M'k= SLOPE TYP. Z PLACES (10' O.C.) x113 0.82% INSTALL NV. EL 191.21 6' CLEAR FROM DEBRIS r 12"X12" BARRIER TO FINISHED GRADE 3 INSTALL 10 LF. 24" S.D. PIPE �• WYE C S �9'- 3' O 0.5X SLOPE, 5 PULE ' 10' TYP. 1) 0 TO FIT INSTALL 60" DIA. 5' 4'x4'x12' LONC �) INSTALL, 48" DIA. NSTAU. 60" DIA, INNER DIAMETER S.D. MH. #36 TMP' P.T. POST (TYP) \ 3/4' EXTERIOR GRADE FLOW CONTROL MH. #31 c ROLLED SMOOTH RIM EL 199.41 PLYWOOD RIM EL 19 .41 ._ ..D. MH. #29 OF PIPE 0 t0 INV. ELL E. 185.31 INV. EL N. 18263.16 RIM EL 194.39 INV. EL S.W. 185.21 INSTALL (1) TRAFFIC RATED PLM 176.45 INV. EL E. 1DO6Q.12 INV. EL W. 180.63 N. 50232.33 48 DIA. RISER MH. INV. EL S.W. TURNED DOWN E. 21843.80 90' ELBOW W/ 3.07" DIA. ORIFICE PLATE N. 50877.39 INSTALL 106 LF. 60" a'-0' _ N. 50683.71 E. 21477.45 18 GA ALUM. PLATE 1/4'x2' F.B. 15 ALUMINIZED STEEL C.M.P., f"' 8" WHITE LETIF.RS E. 21418.03 ANCHOR STRAPS INSTALL 2M� LF. 12 GAUGE O 0.5% SLOPE NSTALL 10 LF. 24" S.D. FASTEN WITH 1/2- 24u /2"24" S.D. PIPE " - WHITE LETTER!, PIPE O 0.0% SLOPE GALVANIZED OR • O.S% SLOPE INSTALL 5 LF. 36 ALUMINIZED i FUTURE NOME OF STEEL C.M.P., 12 GAUGE a a I NSTALL 60" DIA. NON-CORROSIVE r CONNECTOR PIPE O 0.5% , •1 1E 10 S.D. MH. #30 ALUMINTRASI� (TYPO PLACES). SLOPE. TYPICAL 7 PLACES : _ RIM EL 194.12 1, " INSTALL # LF. 15 S.D. INV. EL N. 18063.57 1116 _ ------- RED STRIPE'S (PMS 200 RED) PIPE O6 7X SLOPE INV. EL. E. 1806".38 INV. EL W. 1806142 NOTES: 36 i- _ we � PT. I 6 wHrm LETTERS N. 50678.78 1, ALL STEEL PARTS M INSTALL " LF. 24" S.D. INSTALL 60" DU. b UST BE GALVANIZED do PIPE O SLOPE INSTALL 60 DU. S.D. MH j7 1 dI'IOYlI � OVtlIIeN E. 21447.55 % S.D. MH #4 N 1 rrAl1 A I - ASPHALT COATED (TREATMENT 1 OR BETTER). RIM EL 199.13 8 WHITE LETTERS INSTALL 60 DIA. FLOW CIM EL 199.19 INV. EL N. #1:4!4186.00 CONTROL S.D. AH /3 INV. EL N. N19."•d=18 00 LUE BACKGROUDN (PMS 28G BLUE) S.D. DEI�EIYTION SYSTEM DETAIL2. CONTRACTOR TO VERIFY DIMENSIONS. RIM EL 199.30 INV. EL E. 185.59 INV. EL E. 185.74 INSTALL d0" DIA. r " ' IHV. EL N. #•k•#1 Sd.00 INN. EL W. 185.49 INV. EL W. 185.64 •• SCALE: 1 20 INV. EL E. 185.54 N. 50228.62 N. 50225.54 R.D. MH #8 N 4x4 x1�! LONG P.T. POST (TYP) D ETAI L AIM EL 199.11 .yc_ INV. EL W. 165.44. TURNED DOWN E. 21879.44 E. 21909'48 INV. EL N. NO.f018d.00 II I I I I 90� ELBOW .4 6.89' DIAMETEROWN INV. EL W. 165.79 , 1 1 I I I I RADIE TRASH RACK IDEBMS BARRIER SHEET ORIFICE PLATE INSTALL 60' DIA. --INSTALL 80 DIA. INV. EL E. 188.03 q I I 11 N. 50229.65 S.D. MH #5 S.D. MH jd N. 30224.51 ;, II II 11 E. 21069.69 RIM FL 199.18 RIM EL 199.17 E. 21919.43 Not to Scale INV. EL N. **&ft186.00 INV. EL N. #R'M31166.00 u u u __�, 00 X11 INV. EL E. 165.64 INV. EL E. 183.69 I - I INV. EL W. 185.59 F�----- '•tom-- CITY OF TIr,ARD INV. EL W. 185.54 4'-0' -0' Approved...... N. 50227.59 N. 50220.57 .. . ........... ...... I JOB N0. 12998-01 E. 21899.53 I 1 E. 21669.59 Conditionally Approved � DWG N0. 39880103 " E1.EVAT1'ON For only the work as described in ,- RECORD DRAWINGS - t NOTE: CONTRACTOR TO FURNISH AND INSTALL � PERMIT NO _ lw'l.? ---------- - - DRAWN JIM Q^^ �•�NTION a DUAL C THESE 1i6CORP DOCUMENTS HAVE BEEN PREPARED BASED IN PART ON THE A,1S1.^,OF See Letter to:Follow. ......... ...................._...... I I. S.V. VG I L� 3Y�TEM �1 Alr` SIGN WHEN GRADING CIDMMENCES. SEE Attach.......... ....................... .... ....I 1 ChIECKEO DSM SCALE: 1' 3 20' EROSION CONTROL PLAN FOR LOCATION INFORMATION 11+ROVIDE0BYOTHERS.THEY ARE NOT INTENDCD 10 FtEPRE3E10 111 � ,�� /�j - DETAILTM PACT LOCATION,TYPE OF COIWPONENT.NOR MANNER OF C0115TRUC-1'1N Job Address: /3,r/� _ �--•- DATE 11-20-98 J-U 6 ENGINEERS INC.HAS'K)T VERIFIED THE ACCURACY AND I OR COkIPLE TF M� ^OF mrd THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERNGRS CR CIwAjolUN9 Ay. �/_ Dale WJ WHICH MAY BE INCORPORATED HEREIN AS A RESULT. N.T.S. -- Y 4 12616 SW 72nd Ave PLM 2000-00266 1401 17 '� ,- ..,....,1.....- ......ar,•.ewsoYraw.M.wx.uri.......wy„�,,.«a.gwr+iww ri u�t1� 1111111 ILII III. ILII ILII ILII till I�II� II IIID I � �I I '� � ••"' ' "'` �"� CT I' I I I I r j n nll I I nl II11 III nn nll Iln Ilnlnn nll ILII ILII I 1 u ILII 1111 1111 ILII III, 1111 1111 ILII ILII ILII II11 ILII Ilii ILII ILII IIII'llll ILII Ilri lul int liil n l Iln ull nll ILII it LE6I6>tLrrr STRIP 1 tlj I I I L I I I I I I l Ing I I `616Ira _I `�`_•.^-. "_--^-.._ Uw "Iq 10 I I IR 13 14 LIR I LIR LIN iW >[I !I!r >[4 30 ce •IY r A 4.Jiyl 'r 4a ,i Y' S p t_J INSTALL 30 L.F. 4' PRE SLOPED POLYVALL 1 481, INC. POLYDRAN INSTALL POLYDRAIN URGE CATCH-BASIN 7670-- ---� n +o.. DRAIN W( DUCTILE IRO!' GRATE W/ /512 DUCTILE IRON GRATE OR APPROVED INSTALL 8" CLEANOUT EQ AL PER MANUFACTURES RECOMMENDATIONS _„ FE. 8 ` - -- _ _ - - ANO 12" 45' ELBOW MANUFACTURERS GUIDEUN D- - EL b3 �.. ""- � - -_ - _ RIM EL 219.501SPECIFICATIONS INV. L 1,84.93- -- � INSTALL 54 LF. CUT SLOPEINV. EL 205.44 TRENCH W/12" ryERFORATED S.D. r.evors. !ann.r,l INStAU_ 48 DIA.-` - • = _ - INSTALL` CL�1INOUT .24 _ r - RIA( 14.00t PIPE O O.SX SLOPE. I RIA! EL 19 < l - -- • INV. EL 06.00 V EL IN 18E 53 11 . INSTAL! 80 LF. 8' S.D. = - INSTALL 8' CLEANOUT AND PIPE O O.SX SLOPEL-' J N. 50792. 8$4 7 12' 22.5' ELBOW � INV. EL OUT 11?6.43 \ '-'��- - - � 221 351 - INSTALL 77 LF. CUT SLOPE N. 5055.93 (t• CONNECT FOaTING GRAIN TO - RIM EL 216..73 J __� TRENC4 W 12' PERFORATED A cq 7 7 S.D. MH. 'VIVA WATERTIGHT INSTALL 30L.F. 4" ABT, INC. TN7-EC 205.73 S.O. PIPE O 0.59 SLOPE. '7 FUf A ALDG. CONNECTIONS NFA POLYDRAI DRAIN W/ DUCTILL �y 58 LF.CUT SLOP _ L NSTALL 49 LF. 8" S.D. IRON GRATE /512 OR APPROVED 1 TRENCH`W/r2 ORw�p q INSTALL 48 DU. ; PIPE • 0.5% SLOPE EQUAL FOR MANUFACTURERS S,1?. plpg O.p,�_�pp� S.D. LIN. /25 - i GUIDELINES AND SPECIFICATIONS ►, c N RIM EL 192.88 NOTAILI.RIM EL 13.1#59 d. �� ` - S.�� r �yNLS ST. t3 a ,I INV. EL N. 186.18 NSTALL C.L /0 _ - + - 11'' O C 40 b y INV. EL W. 186.08 RIM EL 199.70 I INN. EL0 32 UTILITY CONFLICT f -1NSTALL 48 LF. 12" a VEI.�� ` N-_ INV. EL S.E. 189.57 rINSTALL 20 LF INV. EL 196.871 WA UNDER S.D. S . PI CLEANOUT AND e % / A PE • 0.3x SLOPE , e a p h O 10' S.D. PIPE S.D. INV. 159.84 j --- *� :4S ELBOW - -- -- - - i-- !LL 21 -� INSTALL TRAFFIC RATED ,-- --� RM Ri 20.66*__ t�3 { - i .__ 0.59 SIOPF{ CL EAMOUTS 7S' MAX r - _ LLr�OS,OS f NSTALL 37 LF. 10" INSTALL 12 x10 TEE AND 41 MSTALL LF. 12` S,D, L - t- - 40 0 40 in INSTALL 89 LF. t Or S.D I S.D. PIPE O O.S% SLOPE SPACING e v PIPE • O.SX SLOP \ IT LF. 10 S+D. PIPE • 7.S37i PIP O.SX SLOPE 90 3 3 o O \ NSTALL 374 LF. 12- SLOPC. INV, EL 197.11 NSTALL 48 DIA. / _ NSTALL 4a DIA S.O. L203 I { I 5.0� PIPE O 1.OX SLOPE I +ALL 12'x TEE -'�--„ A!_l C.D. RIM EL 203.85 SCALE IN FEET INSTALL 67 LF. 15" S.D. I S•D- " Ins INSTALL 25 LF. 12" L 203.2 INV. EL W. 196.88 I ty k RIM EL 200.89 S.D. PIPE • 2.0% SLOPE, V. EL 19 28 _ ! PIPE O 2.OX SLOPE -- _ _ _ INV._E4,. E. 197_12 _ INV' E 0 _ IN O,y � INV. EL S. 196.66 NOTE ! -�E _OCA^ON OF 14,x, Ea ST NG „NCERGROUND -i-L-ES S - -- __ - -- -- --- - - -, - - - - --1•- - - Sn01gN IN MI 4PPROY'MATE WAY ONLY. '�E CCN'RAC'CR VSTALL INTERCEPTOR T !NV. EL N.W. 196. - -- - - - - - - - �----- - - _� - - N. 5069<.1< ' --J - ° - ---. INV. EL S. 196.52 UTILITY CONFLICT -� I>•STALL 128 LF. 12 s -- _ 1 I ! L 22223.68 S�OALL 3rERNiNE '-E EYACT _OCAr-ON OF AL� CATCH 9AlW MAS - W UNDER S.D. S.D. PIPE • 0.5% SLOE IN ununES BEFORE ;:�MEvC:NC WORK .E ,cocE _ RIM EL 191.90 - • K 50728.37 • - STALL 8 CLEANOUTIJLLY 5 � 3E ca ar INV. EL 188.90 _ -� _ _ RIM BL 209.00t PC SBE =0R +JAY YtiD �L ]AMAGES �� 0 0 Q+� mu E. 21601.33 S. INV. 200.17 4G T 3ES0.:CAsz%En 3� "'S -A,L�QE -O --aC _--C=-I: o O 1 aacc- C YD os 7 cp INV. EL _ 37.73'- - INV. EL 200.00 AND ��.1 �•w +C Ea,a n (NST 25 LF. 10 I C01CT N. 50680.5702 CALL 48 HOUFJ£3 -- -- INSTALL C.B. X10 �/I 198.50 S.D. PIPE O 1.52X SLOPE ti �1� W/ UNDER S.D. 1 1 ;� _ E. 22 59.1585 Y«, D� RHI EL 192.50 INSTALL 10 LF. 1.1 - S.D. INV. 199.71 ��.. 1-800-332-2344 2 a Z IMV._EL 189.67 , 1 40' RIM EL 0.35i S.D. PIPE O 4OX SLOPE O � J, UTILITY CONFLICT INV. EU 201D.5R 1 ! W/L UNDER S.D. • c, S' 1 ._r _ Li SD. INV. 198.3 CONS.1 fliV� NQTEa7• � N ��Y� i ' I I INSTALL 200 LF. CUT SLOPE TRENCH o n o: 000am INSTALL 25 LF. 15" 35' - 35' 46' 40' 42' 49' 1 - 31' - � 48'L I W W/8' PERFORATED S.D. PIPE O 0.5X O1 CONNECT 6' ROOF DRAIN TO STOR S.D. PIPE O 2.OX SLOPE • SLOPE. INSTALL CLEANOUTS EVERY m I 28' + NV. EL 86 1 DRAIN SYSTEM W/ 45' WYE TEES x z Y , Z NST LL S LF. 6' S.D. Z 100' MIN. AND AT ALL BENDS. AND WATER TIGHT CONNECTION cn E__' _OI I INSTALL 10 L.F. ?•�' STEEL_� � -- �•- UTILITY CONFLICT INSTALL 12" S.D. CLEANOUT PIPE O 2.OX MIN. SLOP CASING PIPE, 0.25" MIN. - INSTALL C.B. ;2 =•, S AS I '_ SHOWN ON PUNS W/L UNDER S.D. PER UNIFIED SEWERAGE AGENCY RIM EL 203.00 VSTALL S7 LF. 12" S.D. INSTALL 80 LF. 15' _7 04 Y THICKNESS, SPACER BAND WIDTH " z Z Y y V I I I I S.D. INV. 197.32 INSTALL 1200001TEE DRAWING NO. 270-ST. INV. EL 200.00 PIPE • 0.5% SLOPE , S.D. PIPE O 0.5X SLOPE 02CONNECT 4 ROOF DRAIN TO STORM < - �I ! - -- rf- Z 12" MIN. S.D. PIPE UNDER I------ INV. EL 199.94 ,-j• � DRAIN SYSTEM W Z_z,, W I ' RETAINING WALL ` r RIM EL 204.00 � •-�� S' ! I r INV. EL 200.86 INSTALL 48' DIA. I- INSTALL 15'x18" REDUCER AND WATER TIGHT CONNECTIONSAS =r_a 0'I INV. EL 176.30 --� - -- v --INSTALL 215 LF. 1 S" S D. �. 19 INSTALL 60 LF. 15' S.D. _ Y INV. EL 176.10: + INSTALL CAL 10AND 18"x10' TEE SHOWN ON PLANS - S.D. PIPE O 0.69 SLOPE RIM EL 203.41 PIPE • 0.5% SLOPE - L INV. EL S 95.97 3 °� Z r; z l UTII(ITY CONFLICT N RIM EL 203.00 INV, ELN i ` 99.50 VSTALL 15" DEBRIS BARRIER �.-ORDER W/L STALL 11 S LF. 12 S.D. INV. EL 200.00 INSTALL 15"x12' TEE I ^ O ✓ Q.,=7 �- i ° PIPE O 0.5X SLOPE W INV. EL W 199.36 ` >) INSTALL 255 LF. CUT SLOPE TRENCH = � = ! ' / INV, EL E 197.56 INV. EL 196.36 t W/12' PERFORATED S.D. PIPE O 0. I v INSTALL�.S xti2 TEE _ CLEANOUTS AT 75' MIN _ �. SLOPE. INSTALL CLEANOUTS EVERY 10� _^•�; w f N. 5070d.S2 t INV. Fac: 195.75 1 SPACING AND AT ALL BENDS E. 22084.64 I I' v/: MIN. AND AT ALL BENDS. 4 CONNECT 6' ROOF DRAIN TO STORM ' o z; NV. EL. 197.92 Lo EINSTALL C.B. + DPAIN SYSTEM W/ 45' WYE TEES -;2- �i : ! 16-1 NOM! IMPROVIM61R WAREHOUSE RIM FL 203.45 I I - INSTALL 41 LF. 10' AND WATER TIGHT CONNECTIONS 0 z Z�2� C>A I INSTALL 10'x10' ENERGY DISAPATOR PAD INSTALL 4j LF. 12" S.D. -- _ - INV. EL 200.62 �' - S.D. PIPE O 11.349 SIO OWN ON PUNS PIP[ 3.249 SLOPE- l F.F.E. 204.S S ac Z - ! W/ 4' MIN. DIA RIP RAP, 1.5' SEE DETAIL ` INSTALL 48 DIA. INSTALL 207 LF. 18' _ a MIN. THICKNESS SHEET CLL 1/11 &D. MH.#22 S.D. PIPE O 0.5% :LOPE ! INSTALL 8' CLEANOUT AND N � Y = 0-tzo RIM EL 202.57 NSTALL 200 LF. 18" I I 12" 22.5' ELBOW 3 3 `; N�Mi- I INV. EL. N. 195.23 S.D. PIPE O 0.5X SLOPE j6 \ 3 RIM EL 214.00: o o Lr 0 INSTALL C.o, 2 INSTALL 48 DIA. INV. EL SE. 195.03 RIM EL 209.C'Q__ 2 IN51 28 LF. - INV, EL 203.4 S.D. MH. 17 / - N. 50514.95 it INV. EL 2U5.00 8' 11. PIPE', O RIM EL 207.00t © � _-Ne)R \\ / E. 21579.25 4 O.SXI SLOPE INV. EL N. 194.94 z I UTILITY CONFLICT. REFER TO LANDSCAPE S.S. SERVICE OVER S.D. UTILITY CONFLICT. S.D. UNDER PLANS FOR EXACT INV. EL W. 194.74 =) ,1+ S.D. INV. 194.11 W/L S.D. INV. 197.10 LOCATION __- MISTtD. 60 L.F. N. 50347.50 _ - 12" PIP S'i� E. 22197.27 INSTALL 48 DIA INSTALL 80' DU. INSTALL 83 LF. 6" S.D. o -� q INSTALL 44 LF. 10' S.D. INSTALL 194 LF. 18" PIPE O 12.7X SLOPE _ O SLD► PIPE O 7.OX SLOPE S.D. MH.`ZO S-0`-MH.#18 S.D. PIPE • 0.5X SLOPE 5 0NZA INSTALL 8 CLEANOUT AND = RIM EL 203.17 RIM EL 202.97 INSTALL 48 LF. 18" S.D. - 8 11.25' ELBOW _ \ �, \ 10' INV. EL SW. 193.56 INV. EL E. 193.53 PIPE O O.SX SLOPE 2 - - - I RIM EL 213.751 ? REMOVE 13'x27'x8' -R �. INV. EL E. 193.36 INV. EL W. 192.31 _ - INV, EL 198.36 - - INV. EL. S.E. 195.77 INV. EL S. 192.11 SEPTIC TANK 2 _ _ INSTALL 35 CUT SLOPE TRENCH W/8' ; ^r + 4 O F_ 717A7 K3 AN. 50394,03 N. 50372.58 2 O / L N PERFORATED S.D. PIPE O 0.5% SLOPE INSTALL 61 LF. CUT SLOPE TRENCH Rilt OAW/12 PERFORATED S.D. PIPE O 0.5X SLOPE ! I INSTALL 8" CLeANOUT AND \ r 2 2 12" 90' ELBOW f INSTALL 31 LF. 12" S.D. RIM EL 218.00t I ?IPE O 3.169 SLOPE INSTALL 48 DIA. INSTALL 48 ! IA S.D. MH.*21 7' Sa LsD _ INV, EL 203.16 INSTALL 48" DIA. S.D. MH /37 INSTALL E 90' In S.D. MA.f37 RIM EL 213.00 L 48" DIA I ELBOW AND CLEANOUT ' RIM EL 198.20 INV. EL. NW. 194.03 \ a, INSTALL 36 LF. 24" S.D. L INSTAII.'6"x98' 45' WYE ` • - _ I 'PIPE O 0.4X SLOPE INV. EL 194.50 - INV. EL N 198.18 RIA. EL 197.85 SD-►-- INV. EL N. 192.62 INV. EL NE. 193.83 5 INSTALL 209 LF. 18'-- INV. EL. S 199.09 INV. EL 193.64 / INV. EL W. 192.62 N. 50359.75 \ S.D. PIPE O 0.5% SLOPE _ N. 50176.61 tf IVY. EL S.W. 194.12 E. 21705.34 - - _ I 9 x17 INSTALL 216 1,F.- -'" -' INSTALLJ�,C" LE�INOUTINV• EL. SW 198.08 E. 21913.70 �' \ A -� � / VSTALL (2 ' #� PRECAST STORW FILTERS W/ 12 S.D. PIPE O � I � RIM EL OOtINV• EL E 202.99 ' N. 50195.4193 I N. 50174.50 INSTALL 20 L.F. 420 DIA. STEEL \ . _ *7 J O.SX SLOPE ( INV. L 04.00 I CASING PIPE, 0.25 THICKNESS, A TOTAL OF 59 CARTRIDGES N. 50314 3392 E. 22056.6808 i- -- E. 21934.36 '�� '\ RIM EL 201.85 - WITH TRAFFIC RATED UDS AS MANUFACURED _ _ SPACER BAND WIDTH 12' MIN. \ INV. EL 198. 5 \ E. 22270.9004 ONTRACTOR SHALL PROVIDE { INSTALL 33 LF. 12" S.D. S.D. PIPE UNDER RETAINING WALL i!^� � BY STORM FILTERS BY STORMWATER - TEMPORARY PIPING OF S.D. DUE ` I PIPE O 1.459 SLOPE INV. EL 178.61 _ MANAGEMENT, PORTLAND, OR. I ` � � ! INSTALL (2) INTERCE'TOR _� INSTALL 90 L:F. C'JT S E TO CONSTANT FLC'N OF STORM INSTALL S4 LF. 19 WATER)240-3393) NSTALL 33 LF. I T CH W 12' PERFORATED WATER RUNOFF. FLOW OF RUNOFF CATCH oASlNS -_ _� INSTALL 29 Li. 30 SMOOTH _ WATER QUALITY VOLUME TO BE _TR_E_A D _ 12 S.D. PIPE / _ INSTALL 13 43 `6.0. PIPE O,O.SX SLOPE __ 5 0, PIPE O 0.59 SLOPE RIM EL. 197.60 - ELBOW AND CLEANOUT INTERIOR HDPE CORRIGATr.O �^ �\ �� - - 10,180 FTS -- O O.SX SLOPE I � i COORDINATE WITH ENGINEER. INV, EL $29=195.31 i-� RIM EL 197.70 PLASTIC PIPE O 1.SX SLOPE I R0AOVE_ AND PROPEf�LY- INSTALL 60 DIA. �� !INSTALL 7S 1 F, EMOVE AND PROPERLY INV. EL 194.60 DAYLIGHT PIPE \♦ \� _-_ " N. 50155.97 'NV. EL 178.351 --DtSPOSE OF 168 LF. - S.D, MH.#34 I I DISPOSE OF EXISTING RIM EL 205.75 12 S.Q. PIPE CATCH BASIN •-- _ - 18' S.D. PIPE - - 1.07 SLOPE E. 21911.56 ��, - �` _ _ _ INSTALL 163 LF. 24' ~ INV EL E 201.00 Q INSTALL 36" DEBRIS BARRIER %" �\ 5.0. PIPE O 0.49 SLOPE -" -tNY. EL--W 200.00 I S.D. PIPING DETAIL \ _ _ ETAIN AND PROTECT _ REMOVE Ei(ISTIN -ANY. EL NE 202.75 4 M INV. EL_SE 202.75 EXISTING S.O. MH. REFER N.T.S. INSTALL 10'x10' ENERGY DISIPATOR INSTALL 60' DU ` -�- -'- - - -- ---- 18 OUTFALL - -- TO OFFSITE PLANS FOR ~ i PAD W/ 4" MIN. DIA., 16' f PROPOSED\15'. _� a INSTALL_100 LF.J 2' .5 0,_ . _ s.0. 'WH.#i N:'x0178.25 ! EXIST. S.D. MH. ' RIM EL 202.45 PUBLIC S.D. �. -� PIPE O 0.59 SLOPE E. S INFORMATION MED. DL*. AND 24" OU►. IIAX. EASEMENT _- -- -= = _ -- --- --__ _ - --_ --- - RIP RAP, 2' MIN. THICKNESS INV. EL IN 179.51 - ------ I FROM END OF PIPE TO INV' EL OUT 179.11 -f--� SD -- PROPERTY UNE N. 50328.81 -- - - E. 21710.35 _ It �. _ -• - ' INSTALL-60' PIA. .'-_._.. - 1`�►.r _ PROPOSED- 15 INSTALL 160 L.F. 30" �.P+ PUBLIC S.D.-•,--��-- - - ; - -- _ C SMOOTH INTERIOR HDPE - - -- RIM EL 199.36 : I tMV. M W�188.31 _ -EASEMENT INSTALL 75 LF._12_"_ CORRIGATED PLASTIC PIPE INSTALL 72" DIA INV_-EL_ W 188.16._ __ _ -S.D. PIPE O 2.799 INSTALL 92L.F. 4' O 2.5X SLOPE S.D. MR.#2 STALL T49--GF. 24 N._50221.74 -t S � t RIM EL 199.47 SEE DETAIL i 21944,30 - SMOOTH 111TERIQR HDPE- --- i ; _ + '= SMOOTH INTERIOR HDPE _�__• 1 I ,• = CORRIGATED PLASTIC PIPE I INV. EL E. 183.7} SHEET 411/11 F_ _ CORRIGATEL� PLASTIC _ _ r . .- - • -i �,-. .-- VARIES SEE I PROPOSED TOP INV. EL N.W. 183.31 INSTALL 228 LF. 34" SMOOTH- _ PIPE O _4.29X SLOPE - S•�� O 9.789 SLOPE PLANS - INV. EL N.E. 183 1.14 INTERIOR__HOPE CORRIGATED INSTALL 256 LF. ^UT SLOPE 1 HAi'�11'Tn��'� '� INSTALL 26 Li. 12" .J { , - � PROPOSED ROADWAY PLASTIC PIPE O 4.289 SLOPE tRENCH W/8" PERFORATED S.D. :1 _. t� _. ._. - ST pIt IMPROVEMENTS it 2'510828.09 S.D. PIPE • O.SX SLOPE ` _ INSTALL �' p � --PIPE O 0.5X SL?PL �0 - _ 4 6'-CLEANOUTS EV ' MIN. -- _ SEE DETAIL S.D. MH P36 .AND T ALIT ENDS ~ , PROPOSED GROUND THIS SHEET RIM EL-201.42- -�,�-- INSTALL 8 CLEANC UT AND INV EL NE -"ftW 195.66 -MISTALL 8" CL T AND 12' 45' ELBOW 1 EL W 193.51_. '' RIM EL 218.701 INV. EL E71-93-.4-11- - RIM EL5209.7751 J INV. EL 204.84 0 INV. EL. 299= "202,37 I jPROPOSED TOE 10' I �\ ( 'MAX. INSTA�I LF. CtlT SLOPE TRENCH I C PERFORATED S.D. PIPE O O.SX SLOPE INSTALL 88 LF. CUT SLOPE TRENCH ( W/12" PERFORATED S.D. PIPE O I VARIES - \ ' ' - = 1 + Ij 0.5% SLOPE PROPOSED CURB - \ I 1 2 "�A�. --- EXISTING GROUND \• , ' • � - •- • � I � ;_; INSTALL 12" 45' ELBOW t ' AND 8' CLEAN T ------ - - - RIM EL 218.00: ! - � --'�--" '�-•''J ! ':I ANY. EL 205.28 - 18 FREE DRAINING �f MATERIAL !. I -1 RECORD DRAWINGS t THESE RIECORO DOCUMENTS HAVE BEEN PREPARED BASED IN PART ON THE SAS,S OF `�' " INFORMATION PROVIDED BY OTHERS THEY ARE NOT IN'ENDED TO REPRESENT IN { MIN. INSTALL d CLEANOUT -� '= DETAIL THE EXACT LOCATION, TYPE OF CC,!PONENT•Nisi?%IAN"JER OF CONST AUCTION. MM EL 20d'kN . ` J-U-B ENGINEERS INC. HAS NOT VERIFIED THE ACCURACY AND OR COMPLETEN ANY. EL X00203.00 t THIS INFORMATION AND SN.",' , ESS S y �D HE I RESPONSIBLE FOR ANY ERRORS OR OMISSIONS N. 49985.8470 .-- 1 � WHICH MAY BE INCORPORATED HEREIN 4 j A RESULT • .� E. 22110.6518 1 PERF. PIPE SURROUNDED BY 1/2"-2" WASHED 1] SITE DRAIN ROCK AND WRAP WITH AMOCO 4543 \ GEOFABRIC FILTER OR AN APPROVED EQUAL 14STALL 8" CLEANOUT i ZI7 0/V cft D RAI :�1G E RIM EL 218.001 I PERI. PIPE SLOPED • 0.59 SLOPE TO INV. EL 206.00 - PLAN POSITIVELY DRAIN. N. 49941.4949 � - - - � - _ E. 22131.4144 L7rF RAMP INSTALL 144 L.F. CUT SLOPE TRENCH JC3 NO. 12988-01 W/12" PERFORATED S.D. PIPE DWG NO. 3998C104 O 0.5% SLCPE ---- - - C.4t1'hN JDJ CHECKED DSM DATE 11-20-98 -1 - 12615 sw T2nd Ave. '1 ^ tt PLM 2000-00256 !! f' 1 16 n? 61 C ... wn. .rYAMlr�ll, -• I � LEGIBILITY STRIP o I 2 3 • s b b 0 Io III I IIs I I O■,,.,a. 14 Ie 17 le 1 2. 22 23 24 2'S 28 17 28 29 JO CD! I I I imp ri w, - . - • E I +f 7 1 a� • i1 ;I 1; j. y ;k SSQUARES SPACED 3\4" 1" HOLES AS INDICATED HT 1\8" I • +_•.•. -TU• RUNG :- 1----13" O.C.-� 1/2" GRADE EO .•' - f'r.igiuren Sune7or�re ❑ -- -T � -� RAIL J - ,p❑ 1313"1 - 9/18 ROUND (0)�I PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP .- /'�/ t0• ❑ p - 1/4" TSAR 5. O •� r 9 ' • D - C PORTLAND CEMENT CONCRETE - q O 79.5" 10 '�.72" RAISE 1\2" WIDE BORDER iv ---11 - 1/2" I :., . W e 2 /3 REBAR LENGTHWISE �" FIBER JOINT PACKING L� - 0 i COMPRESSION PLUG -----14 - 1/4t- LATERAL PLU:AGED CROSS TEE .� p O+ 31,3\4' �n 45'(1/8) BEND .j3 G q f CONCRETE BUMPER CURB - G1 I �� Not to Scale / - - CONCRETE THRUST BLOCK SCHEDULEW % �" NOTES: 1) BUMPERS SHALL BE ANCHORED W'H / j �� C GROUTED S LL BE. 2 FEET D Li- I _ 6 -�T BOLT TO WALL IF NOT IMBEDDED IN (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) • •C� CHANNEL BENCH FITTING 90'BEND, TEE, OR 45' 22 1/2- 11 1/4. C SIZE (INCHES) PLUGGED CROSS BEND BEND BEND � N -7 4" -- -- LADDER SHALL CONFORM TO 4 01.9 01.3 POLYPROPYLENE ASTM 0-1401 1 POLYPROPYLENE STEP, LANE 1/2- GRADE 60 REINFORCING 6 04.0 02.1 01.3 -- NO. P-13938 OR EQUAL � C_50589/16" COLD DRAWN 8 07.1 03.9 02.0 01.3 *-i,! Mp� w� �/� PLUG TO BE SEALED IN1. CAV 1 IRON NG AND COYER SAME MANNER AS MAIN .ry �/pp�p� 12 16.0 08.8 04.5 02.3 $ iSEWER JOINTS PVL 1 f-fl�.T 1Q�L�EQNQS POLYPROPYLENE LADDER 16 28.4 15.5 08.0 04.0 N \ STEPS�+ 24 64.0 34.9 18.1 09.1 N �-10" S.D. PIPE / J J M,, JJJJ� SEE SHEET C4 Nk co-,-", DUAL u > y W »» /11L ABOVE BEARING AREAS BASED ON TEST PRESS'. RE OF 150 P.S.I. AND AN FOR ACTUAL SIZE. ALLOWASJ SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO Z m CK N Not to Scale - - COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING No NO = ',o z 01 rn 5 TRESSES USE THE FOLLOWING EQUATION W -36 C.M.P. "ING AREAS - (TEST PRESSURE/150) x (1500/SOIL BEARIMa STRESS) x (TABLE VALUE) a t m O ASSEMBLY 24" S.D. PIPE NOTES: W b - - 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE o&� � v 1 N.T.S. SEE DETAIL NO. 561 Z-1<0 W 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. Z-m o Lai 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. NN0 OC r. f 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN w o ;W&24" S.D. PIPE \ A / I A ENCIRCLED ON 'THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING a ��3° o / _ 12" S.D. PIPE / AREA REQUIRED. a W < 1S" S.D. PIPE / / AI A / 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS oz L INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 0 Z v r- u \ / / I PRESSURES) ANO ALLOWABLE SOIL 86'ARING STRESSES) STATI D IN T}IE W'-'~ � 15 S.D. PIPE H W l �- SPECIAL PROVISIONS. m N - i 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 022 lw� PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON z a \ THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE w z o Z -� p� 24" S.D. PIPE \ / " r W IZz Q° PLAN �� I // 24 S.D. PIPE FEET. � Z W Not to Scale N N o WEIR " - -I- - THRUST BLOCKING DETAIL W ^_ 3 7I / 24 S.D. PIPE 3 �,y~ �n' - i P ♦N Not to Scale O p X15 i POLYETHYLENE STEPS/IRON POLYETHYLENE STEPS/IRON Not to Scale 0 l w 2 REINFORCEMENT 8'x12" WIDE, FRAME AND GRATE PLAN REINFORCEMENT 8"x12" WIDE, FRAME AND GRATE 7- - - - - - --_1 2" DROP, IMBEDDED 3", ON POLYETHYLENE STEPS/IRO 2 DROP, IMBEDDED 3-. ON REINFORCEMENT 8"x12" WIDE, Not to Scale 12" CENTERS (TYPICAL). 12- CENTERS (TYPICAL). ,--FRAME AND GRATE ( ) 2" DROP, IMBEDDED 30, ON 12" CENTERS (TYPICAL). I II I W , o�j• r'' I II : OPEN TOP OPEN TOP OPEN TOP r--� a PA SHEAR GATE �� 11110 - --, SHEAR GATE N I 2'-5" � I OVERFLOW 186.40 MIN. 8' DIA. TO OVERFLOW 191.57 MIN. 8" DIA. SQ. SQ. -FJP�R SHEAR 24" S.Q. PIPE -RJPER 24" S.D. PIPE BAR GRATE 15" S.D. PIPF-\ \ 12 S.D. PIPE MIN. 8 DIA. VERFLOW 196.00 -\ \ - 90' D.I. ELBOW I 12" RISE / y N 1 24" S.D. PIPE--,,,,___, PIPE 12" S.D. PTFE BASIN: 10 GA. MILD STEEL OR 1/4' PLATE. WELD FLOW . , I 4' i - LOW i AND COAT ALL SURFACES WITH ASPHALTIC PAINT. I ~ 1 FLOW O STORM FILTER --- - ' 1 OUTLET STUB: FOR NO HUB CONNECTOR. SIZE AS I l 180.12 / -'L 185.54 1 REQ'D FOR INDICATED PIPE (SEE PLAN). I.E. OUT 1.E. **D;M I.E. OUT 185.44-' I.E. OUT ,n GRATE: WELDED STEEL DROP-IN BAR GRATE 176.45 - 192.45 /'J 191.28 + " I (ASTM A3R - -6" MIN. I.E. r�'1 I.E. OUT 1 6 MIN' ;,1 END BARS: 1/2"x2" f z i z� = z 3E } CROSS BARS: 1/2"x2' 2" 0/C 3.07" RESTRICTOR PLATE-� i 6 MIN. - } 8.89" RESTRICTOR PLATE 3 BIKE STRAPS" 1/6"x1" ry (FOR FLOW CONTROL). 'J=L o z (FOR FLOW CONTROL). 'o !6 ao REFER TO SHEET O 16,000 LBS. UNIFORM LOAD CAPACITY. BOTTOM ORIFICE. 8 " 00 BOTTOM ORIFICE. 8'L--I "� C6/10 FOR INVERT AS MANUFACTURED BY: GRATEMASTER, INC. !;J III 0.35 IN%FT OF BASE REINFORCING STEEL 6"� w) _. - INO.35E I H DI OF BASE REINFORCING STEEL ELEVATIONS. ( 0LSBORO, OR. 97123 *T� �' IN EACH DIRECTION FOR CAST IN PLACE " I IN EACH DIRECTION FOR CAST IN PLACE (505) 47-24250 n BASE. 60 0.'35 INYFT OF BASE RFINFORCING STEEL BASE. I 2'-0"-�-� FAX: 647-2425 1 M.4. - N IN EACH DIRECTION FOR CAST IN PLACE 1 MIN' - 2 1/2-MAX. SUMP MIN. - BASE. 2 1/2-MAX. SUMP LYNCH TYPE CATCH BASIN DETAIL Q CD SECTION A-A 2 1/2"MAX. SUMP SECTION A-A Not to Scale SECTION A-A � LANDSCAPING OR TRANSITION AT 2:1 MAX, 6"-- '� 3• ~ j FLOW CONTRCL MANHOLE #M FLOW CONTROL MANHOLE #3 Not to Scale S.D. MANHOLE #15 Not to Scale' TO MATCH EXISTING 1�2-R CONC.CAST CURB CE Not to Scale �;6+,iaE AND GRATE STOP SIGN INSTALLED HANDICAP, INSTALLED IN LANDSCAPED AREAS IN PARKING LOT HANDICAP FINISHED GRADE .� RECORD DRAWINGS LOCATIONS PER LOCAL CODE THESE=ECORD DOCUMENTS HAVE BEEN PREPAREO BASED IN PART ON THE BASIS OF INFORN.`.TION PROVIDED BY OTHERS.THEY ARE NOT INTENDED TO REPRESENT IN DETAIL'HE EXACT LOCATION.TYPE OF COMPONENT,NOR MANNER OF CONSTRUCTION. r / z PAVEMENT J-U-B E,,GINESRS INC.HAS NOT VERIFIED THE ACCURACY AND I OR COMPLETENESS OF THIS IN-'ORMi%TION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS I I „ _ _ -, �� 4" x 24" PRECAST CONCRETE WHICH NAY BE INCORPORATED HEREIN AS A RESULT. ' ADJUSTMENT RINGS, 2 RINGS CUNT. /4 BARS _4 REQUIRED, 4 RINGS MAXIMUM •� TOP AND BOTTOM. ■ R1-1 I I -r PLASTER INSIDE AND OUTSIDE I I GROUT BETWEEN RINGS 24 D FACE WITH 1/2" THICK GROUT. \ A" TO 24" OFF-SET CONE 30"x30 - - - - ' �- �- 9" •6" PIPE BEDDING TO BE PLACED UNDER PIPE W - MIN. 24" FOR PIPE 12' OR LESS R7-801- k.C. ON-SITE WHERE CEMENTED ;RAVELS, SOLID ROCK OR W - MIN 24"+ O.D. FOR PIPE > 12" 48. �'' VI�1 X71 --- PATCH -- - ►- UNSTABLE' SOIL OU: TO PRESENCE OF WATER MANHOLE STEPS do UDDER MIN. �-- PRECAST MANHOLE CONCRETE BARRIER CURB I? IS ENCOUN1tRED. ORIGINAL GROUND HANDICAP SIGNAGE SHALL 12 ---INITIAL CUT ATCH� SURFACE MOUND MIN. I; TO ALLOW FOR BE WALL MOUNTED. REFER Not to Scale U � J SETTLEMENT TO ARCHITECTS PUNS FOR RUBBER GASKET SEALED BITUMINOUS SURFACE• � � DETAIL 5 11/4- MVO HYDRANT MUELLER CENTURION, SEALING ELEMENT SUPER CENTURION, M&H RELIANT STYLE �j GROUT UFT HOLES =1� 129, KENNEDY K-81,CLOW MEDALLION OR Wo it 90' ELBOW, TYPICAL WATEROUS PACER. I � INSIDE AND OUTSIDE BASE COURSE .; ;, BASE COURSE / 18 MIN. � BREAKER FLANGE, 3" - 6' ABOVE FINISHED GRADE Z 24" MAX. `-CRUSHED GRAVEL - - - 3/4- MAX. /. o • 1� 18` MIN. CRUSHED GAVEL 6�i ' z 24" MAX SIDEWALK 3 4" MAX. - - 1 � ;•//.,/,��, / � /•'�'� > i• I � / VALVE CAST IBOX.RON 2-PIECE -- BACKFILL (90% COMPACTION) ' j // -2*x2" TELESPAR - BACKFILL �, i'/i�i' j,;•.• ( (90% COMPACTION) TUBING z TAR PAPER OR HYDRANT EXT. LENGTH- PLASTIC i STORE NUMBER m PIPE BEDDING ;o PIPE BEDDING PIPE BEDDING '+ 3000 PSI CONCRETE REQ D. 1 1/2" WASHED • a CLOSED BOTTOM AS 1.0' (ROUND OR SOUAF,=) ROCK + THRUST ° DRIVE-RIVET - - �• ' - BLOCK t 425 ORP FINISHER GROUND 11 a (2) REQUIRED 6" MINIMUM 6.6 DETAIL W W COMPACTED FOUNDATION �`GL' --^�� -� \\ ' �� • " t -x ---}� 8 MEGA LUG RETAINER TEE. SEE NOTE SHEET -_ . _ GRAVEL 8 MINIMUM GLAND (EBAA IRON) NO. 1 12 x 12 x 4 .3 TYPE A SURFACE REPAIR TYPE B SURFACE REPAIR TYPE "C" SURFACE REPAIR 2 t/2"x2 1/2" o ; `- UNDISTURBEL EARTH CONCRETE BLOCK 6" DUCTILE IRON SPOOL 8 AUXILIARY (EXISTING BITUMINOUS SURFACE) (EX.3TING GRAVEL SURFACE) tUBINO ='' , ° ,39 1i y 1' i; i, t s { j 1 1 i �� •'�As�1M8fff TRAFFIC BEARING ACCESS�, / MAI. Ol.- ` . CCRRI.GA"ED � � � i 4' VIN.-, CUTS�GE OF NiTHIN C / A A 6w - ZAVEMENT DAVEMENT Ell -1-- a TLET W A o C 26, ri 04T I - 0 24 - -- - - - - - -- - - - - - - - - - 3 C � kj o--� '8' CAST .RCN 910 BOX -- - -- - �', YI Tw 10'' SLAB D I V a 0 O q L OFFSET ACCESS OPENING PROVIDE 24 3Y M __ -- -` 48' YIN. 4' THICK Cor,CPr7E _ _ _ -- - h 3 o AS SHOWN. _OCATE OVER Y ��` ACCESS LADDER. - PAD (SEE NOTE 4) W D ON 17NK OUS HAND TAMP BACKFILL PRECAST _CNCPE-E -,P SLAB 'OR r - NTINU =- -- 12w OUS AROUND TOP SECTION V WIN 94' :/ETCH 3A5•N 00' -"AME'ER), l' MIN. T7 12 MAX. _ -- -- -- -- IZ 1 /5 �� t?.' 0.C. - 24' , � - - - - - - - - -- - - - - - - - - - -A _ a'J►CE CELEtiT ►ACR'AR SEAL BETWEEN `-� . -LADDER - ��- 4'-S' I - --4'-4' 6' ASTM 3034 PVC } _ 'OP SLAB +JvO CORRLGA'FD uANHOI_E. 24' BOLT LOCKING RING AND C °� E BAR GRA' ` c o rno a 6" COVER PER STANDARDS MTTI� '7 rr� ,AIN. AD"uSTMENT RINGS AS NECESSARY `I 'OP SLABS - OPERATING NUT EXTE!vS10N I < --, �-- G _ -L f �I _ __ 2• _ 90' D.I. ELBOW L2- -ter; CLD - __ _ ONCIENTW ELEVArI ECCENTRIC SECTION ` - - - z a-N g• ,.. - . �_ � � X31 r = WIN. 3 Nim --= CRUSHED S RFAC:NG n x i= � �. '' -- TOP COURSE PER A BOLT LOCKING MANHOLE RING AND COVER (� i0 <`z= Z -_ - N500T STD. SPEC. B CONCRETE GRADE RINGS AS NEEDED TO MATCH .7NISHED GRADE • -' _--- O 9-03.9(3). COMPACT i a - -- - 1 r0 95X MAX. C CONCRETE 'OP SLAB FOR TYPE 2 CATCH iAS;N 2, N. --� C1ENStTY PER ASTU REFER TO SHEET _ D1557. 0 CNP RISER '0 GAUGE -4FL'CAL OR ANNULAR CORRI_oGATED MEAL PIPE, DETER r--- j 6/11 FOR INVERT TO MATCH DETENTION PIF.' . --QRLGA,ED METAL MA,tiHOLE. , � � ELEVATIONS. � � s = zl -_� S-ArIoAL�D DE'ArL \ NOTE'S I 4 -o -- 2'-0 I _ E CORRUGATED METAL STUBS AND DETENTION PIPE TO 9E SAME GAUGE. STUB LENGTHS `< z �I TO BE 12" MIH. 1) VALVE BOX NOT TO REST ` ? F CPTOONAL CAST-IN-PLACE CONCRETE BCTTOM, 6' THICK WITH /4 BARS AT 12' O.C. ON OPERATING ASSEMBLY. __ g BASIN: 10 GA WILD STEEL Oft 1/4' PLATE. WELD - 3 -4 L-' 2) OPERATOR EXTENSION AMD COAT ALL SURFACES WITH ASPHALTIC PALNT. r . Cl G STEEL 8077011: 8 GAUGE BOTTOM PLATE WELD4=D TO RISER REQUIRED WHEN VALVE NUT Ot,TIET STUB: FOR NO HUB COkNECTOR SIZE AS 6C" 11QIFS IS DEEPER THM 3 FEET ®r�t� 24' o Z= _ S REO'D FOR INDICATED PIPE (SEE PtJW�FROM FINISHED GRADE. f = `^ �z t. ALL MIETAL PARTS ANO SURFACES MUST 9E MADE OF CORROSION R£S;S'AM 11ATRU1L GRATE: WELDED STEEL DROP-IN BAR GRATE > > ?__= u OR ASPHALT COATED 7REATAIENT /1 GALVANIZED. COMPLE : CORROS.CN MLST BE 3) CENTER VALVE BOX ON (STM �) z s3 -s 5 ASSURED. END BANS: 1/2'x2' .� = = arZC> AXIS OF OPER. NUT. CROSS BARS: 1/2'x2'x2' 0/C �„ Z _-_ �= �cr�;U 2. NOT FOR USE N ROADWAYS, DRIVEWA'"S, AND OTHER HIGH TRAFFIC AREAS. REFER TO a) PROVIDE 24' SQUARE BY 4' TICK -" BIKE STRAPS' 1/D'xt' O O o zcc TRAFFIC BEARING ACCESS FOR C.M.M.H. DETAIL J 3 L_ j tiG E CONCRETE PAD AROUND VALVE �-- 24'---� AS WANUF4CTURED P. GRATIEMASTYR, INC. HILLSBORO, OR. 97123 M, 'OP = sB Z_-ASL BE RA-EL :CR H-20 _Ca.: `+:,. BOX OUTSICE OF PAVED AREAS � �N'�I .-c•,r,�Z AS SHOWN iN CONCRETE PAD DETAIL CONCRETE PAJ (505)6647 2050 CORMIATED METAL MANHOLE - V TYF'1CAL GATE VALVE `- TRAFfIC ACCESS FOR _ INTERCEPTOR DETAIL CORRUGATED METAL MANHOLE _. aINSTALL 60"S.D. MH. #26DIA NSTALL TRAFFIC RATED 7-INSTALL 4' S.D. RIM EL 193.57 48' DIA. RISES MH 112 INV. EL E. 85.63 RIM EL 201.70 I EGUAUZER PIPE O NV. EL 186.38 0•7 SLOPE, TYPICAL NV. EL S.W. 195.53 INV. EL S. 187.56 N. 50333.99 I PLACES NSTALL 60' DiA. INV. EL. S.E. 186.63 I INV. EL 190.SOt E. 21910.65 S.D. MH /14 RIM EL �t02.14 N 1 E. 2'462.06 INSTALL TRAFFIC RATED r-INSTALL TRAFFIC RATED INV, EL 0 714 X3186.00 48' DIA. RISER MH /11 ' j 48' DIA. RIS_R w,-I j.13 INV, EL E. t187.72 INSTALL 48 LF. t0' S.D. �1MSTALL 46 LF. t5' S.D. PIPE O C.5% SLOPE =_MOVABLE RACK NV, L 1 201.70 I )RIM NV. L 1.60 N. 50338.90 PIPE O 0.5% SLOPE / 4'2' S - 4C ; Y. �E - 3/4' :A'� ?.-.P =AWE 21931.26 , i 4' �.) 5 ..�. N. 50335,02 N. 50332.96 INSTALL 10 4S ELWW� INSTALL 60' D.A E. 21900.70 E. 21920.59 -1NSTAU, 20 LF. 24' ELWW W/ CLEAMR S.D. WH. X27 f S.D. PIPE O 0.5% RIM EL 193.16MV. EL RW EL 193.21 SLOPE INV. EL 185.30 ;W, EL S.*tai*:80.83 INSTALL TRAFFIC RATE NSTALL 60 DIA. S.D: 1MfIf4S N. 50798.61 ' INV. EL E. i3C180.83 48' DU. RISER MH X10 SEE DETAIL SKEET C9/11 E. 21433.84 ' I RIM EL 201.70 RIM EL 201.96 1-` N. 5C791.68 INV. EL 186.28 5 INV. EL N. 191.97INSTALL 20 LF. 10' S.D. E. 21483.36 M. INV. EL S. 191.97 �� NSTALL 60' DIA. E. 890.075 PIPE O 0.5% SLOPE O INV. EL E. 191.45 S.D. MIH. /28 INV. EL W. **t;9*192.4.5 RIM EL. 193.23 \ N. 50336.84 INSTALL 8'x14' PRECAST STORM FILT.:i-� INV. EL W. 1 180.83 I ql - INSTALL TRAFFIC PATE / E. 21951.16 W/ 17 CARTRIDGES ANI) TRAFFIC RATED INY. EL S. tiT80.83 ^� 48' DMA. RISER MH #9 UO AS MANUFACTURED BY STORMWATER N. 50790.29 RIM EL 201.70 NSTALL 12 LF. 12 S.D. INV. £L 186.23 PIPE O 2.0% SLOPE MANAGEMENT, PORT-AND, OR (503)240-3393 E. 21493.26 _ NSERT ALLMINLM 'RASH RACK N. 50337.08 '' WATER QUA ITY VOLUME TO BE TREATED' \ NSTALL 5 LF. 36' DIA. NTO BEVELED PIPE END. � n 1 f INSTALL � S.D. CLEANOUT 2,836 FT ALUMINIZED STEEL CMP 12 6 CLEAR FROM DEBR,S I - E. 21880.81 AND 90' ELBOW. RIM L 192.90* GAGE CONNECTOR PIPE O BARR.ER TO FINISHED GRAZE INV. EL 188.81 INV. EL IN 185.20 >�336 SLOPE, TYP. 4 PLACES INV. EL OUT 182.90 0.0% INV. EL '�5' S' TMP• PIPEAO 0 OX SLOPE S.D. i 191.21 ` INSTALL 112 LF. 60" 9'x17' IN ALL (2) TRAFFIC RATED I I ALUMINIZED STEEL C.M.P., "1 NV. EL 191.21 PRECAST 48' DIA. RISER MH.'S / 12 GAUGE • 0.5X SLOPE, INV. EL W/ 23 FILTERS 10' O.C. 5 PLACES 188.91 59 TOTAL NSTALL 104 LF. 60' DIA. • ALUMINIZED STEEL CMP, 12 i- -4- 90 » INSTALL tai LF. 10' S.D. • � GAGE O >�.OX SLOPE. � .• PIPE O t'!� SLOPE I 0 b. .° 0.82X TYP. 2 PLACES (10 O.C.) I .ST ALL NV. EL 191.21 �� j ■ w 12' 12' � 45' WYE 6' CLEAR FRCP DEER S 3 NSTALL 10 LF. 24' S.D. PIPE e. BARR'ER TO FINISHED GPA�;E O 0.5% SLOPE, 5 PLACES TEE O �0. sem° �g'-�}-3• I 10' TYP, i I INSTALL 60' DIA. 5' TYP 1 4%4'x12' LONG I 0 S.D. UH. 1)6 \ NSTALL 48 DIA. I P.T. POST (TYP) TO FIT RIM EL 199.41 \, 3/4 EXTERIOR GRADE 41 ALL 60 DIA. INNER DUWETER ROILED SMOOTH PLYWOOD RIM EL 193.41 S.D. MH. #29 OF PIPE 0 A INV. EL E. 185.31 INV. L N. 1825.16 RIM EL 194.39 INV. EL S.W. 185.21 INSTALL (RI TRAFFIC RATED PLAN 175.45--\ INV. E!_ E. 180�Q12 INV. EL N. 180.83 N. 50232.33 48' DLA. RISER MH. INS'. EL S.W. TURNED DOWN INV. EL W. 180.63 E. 21843.80 NSTALL. 106 L.F. 60' 90' ELBOW W/ 3.07' DU. ORIFICE PLATE N. 50677.39 15 ALUMINIZED STEEL C.Y.P., a'-0� N. 50865.71 E. 21477.45 INSTALL 20 LF. 12 GAUGE • 0.5% SLOPE -- - -~ 8' WHITE LETTERS E. 21418.)3 16 GAA ALLY. PLATE t/4'x2" F.B. 24 S.D. POPE 1 II WHRE LETTERS NSTALL 10 LF. 24' S.D. FASTEN 'IANCHOR TH11/2' • O.SX SLOPE �NSTALL 5 LF. 36 ALUMINIZED FUTURE HCHM OF PIPE O 0.0% SLOPE GALVANIZED OR STEEL C.M.P.. 12 GAUGE CONVECTOR PIP£ • O.SX o o� o INSTALL 60' DIA. NCN-CORROSNE SLOPE, TYPICAL 7 PLACES +1 =I '�+ LFIWE 1 S.D. MH. /30 A�A,1 I N U M TRASH F K BOLTS do NUTS i INSTALL i? LF. 15 S.D. RIM EL 194.12 (TYP, 4 PLACES). ------_ ______ -ED STRIPES (PMS 200 RED PIPE O 644 SLOPE INV. EL E. 180 .57 36 \ '-- ) IHV. EL E. 1803.38 I INSTALL 20 LF. 24' S.D.- , INSTALL WE DV,, x 1S•.••O 114. FT --G' INV. EL W. ISOA 142 NOTES; 6 WHITE LETTERS ' Pt PE • SLOPE INSTALL 6Q' DIA- S.D. MH /7 � �Q N. 50678.78 INST 6X0' DIA FLOW S.D. MH /4 RIM EL 199.13 N I •ARS E. 21467.55 1. ALL STEEL PARTS MUST BE GALVANIZED �C RIM L 199.19 INV. EL N. *#�t166.00 a' WHRE LETTERS ASPHALT COATED (TREATMENT 1 OR BETTER). t3 INV. EL N. t#1R18 00 INV. EL E. 185.74 NSTALL 60• DIA L ut BACKGROUDH (PMS 280 BLUE) S.D. DETENTION SYSTEM DETAIL ROY EL 9.00 124V. EL E. 155.59 , 2. CONTRACTOR TO VERIFY DIMENSIONS. INV. EL N. »t186.00 INV. EL W. 185.61 S.D. MH r 4'x4"x12' LONG P.T. POST (TYP) -�E = 2C' INV. EL W. 185.49 N. 50225.54 Rlil L 199.t 1 INV. EL E. 185.54 N. 50228.62 E. 21909.4.8 J -� INV. EL W. 185.44, TURNED DOWN E. 21879.64 INV. L N. >:•0100,155.00 90• ELBOW W/ 6.89' DIAMETER INV. L W. 185,79 ► I I t t I DETAIL ORIFICE PLATE INSTALL 60' CIA. NSTALL EO CIA. WV. EL E. 188.03 n i i t i i DE N. 50229.65 S.D. M11 �S S.D. MH #6 N, 50224.51 ;, ►► I I I I TRASH RACK/DEB1h7 BARRIER ! SHEET E. 21869.69 RIM EL 199.18 RIM EL 199.17 E. 21919.13 INV. EL N. 186.00 I t I I 1 INV. EL N. 4##4186.00 INV. EL E. 185.69 ..LL��u u u IMI. EL E. 185.64 INV. L W. 183.59 �. �. _1 - I w IMI. EL. W. 165.54 N. 50226.57 N. 50227.59 E. 21849.53 ( E. 21869 59 R.EVATM RECORD DRAWINGS Joe NO. 129x8-01 THESE PEr,ORD DOCUYE4TS HAVE BEEN PREPARED BASED IN PART ON THE BASIS OF DWG NO. 39880103 NOTE: CONTRACTOR TO FURNISH AND INSTALL INFORMATION PROVIDED EY OT►+f_aS THEY IRE NOT INTENCED TO REPPESE4T is DRAWN JOJ S.D. DETENTION SYSTEM DE�'AIL SIGN WHEN GRADING COMMENCES. SEE O CETAIL THE EXACT LOCAT;CN. T fPE CCYPONENT.`AOR VANNER CF CCNSTPUCTION - _ EROSION CONTROL !'LAN FOR LOCATION. " S L J U B E4GINEERS INC HAS`:OT '.E= c_� ''"E ACC�UPACY A`o0 OR CC VP'=TE%ESS CF CHECKED DSM - - T S' .�CR�AAT,QN ANO jHAtl NOT,,.. ES=_ti_ ,.lE FCR -'�� "aC Sca CuISSIG,rS I %"•CH NAY BE tNCORPCRA'ED HERE N AS A PESULT .CATS 11-20-98 EMRE HOME SICaNc1 1 11 , 1 12615 SW lbW A,, 17 00 ' pLY 2�OG-002S6 rr rij LEGIBILITY STRIP I c z 3 4 - e , ,. 10.*. - 8 9 0 I 1 12 13 14 a 17 8 9 20 21 22 23 24 25 26 27 2e 29 CD �. y�