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Home My WebLink AboutS-048502Ploe /eats /afion M4tch £x. Aspha/i GENERAL NOTES ;` Thickness -EX. POI/E'/Y/f. ?� FRAME e, LAODER ORSTEPS OFFSET'. SEE NOTES. FRAME COVER ELEVATION 48.2 .._:: ..: '. .... -. � .• .. , • :�" 6 "Miq. Ca�ncted CrUahed , I. All to ti f sating uILILli.. show are approximate and £t .hail be the C o 's responsibility to verify the true and correct locations 11 to avoid damage or dtet.zb...... 3. , 1 8� E-•��t8�� 1 \IQb{Dyy ,E 1 Y t\ 1 O Rock (3 _/® Minus, 3 . /Y4 Minus) oVEeFlow ELEV.ro ^I LINE. ELEV +85.22. FOUND ACTUAL 3RD: FLOOR ELEVATION OF HOSPITAL TO BE 89.90. TOWNSEND- CHASTAIN TOPO SHOWS 89.98. TO ACQU:RE CITY OF REVION DATUM 0.09 SHALL BE SUBTRACTED FROM DESIGN. ELEVATIONS. PROVIDE DETENTION 8.OIL SEPARATION PER PLANS o. \CJ\ �II .9Jr� C'On7pacted /junkRur, -- , P./ e Beddrnqpee - - APWASin�c/d'rds $an /tar y, k Sewer L /ne r PAVEMENT PATCHING NO Sea /e &RA V£L TOP VIEW SL&P AROL#D W04 BASW FILTER FA6'OC (.#LYJt. GRATE BLOUC FILTER FABRIC GRAVEL 1,,e UNDER GRATE e e • , ?/ 4. TC0. o BELOW rev ANY k BLOa. eaWC. e4ncx 1'-2' SWAM AROUND aiJi CATCH BASIN r IA CATCH BASIN SIDE 1/IEW TEMPORARY SEDIMENT TRAP FOR CATCH BASIN NT5 x z' ) i 3• 1f�� Q4; o NT5 ROUND SOLID COVER NOTES: tAARKED "DRAIN ". 1.56E KaK Cou,✓Tj''AAPEL Astor. a/df Awzexw - WITH LOCKING BOLTS. xMY+fA/t1 4f1 1=ml.. NAwr. /,^Ago: SEE OVVG`a, Ns 49 &50 Kits. 2. PIPE SIZES AND SLOPES: PER .PLANS._ S. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 4. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. S. FRANZ A LADDER OR STEPS OFFSET SO A. CLEANOUT GATE IS VISIBLE FROM TOP. STANDARD C7ALVANIZED B. CLIMB-60WH SPACE IS CLEAR OF RISER AND STEEL LADDER /STEPS. CLEAHOU'C GATE'.. SEE -DWG. Me - 394CCR5. C. FR4ME:'IS CLEAR OF CURB. ' 6. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPS: OUTLET PIPE TO HAVE SMOOTH 0.0. EQUAL To CL<ANOUT DAM z SMEAR CONCRETE PIPE t-:%. LESS 1/4'. GATE. SEE DWG. Ns 53 VCRs T. MULTI - ORIFICE ELBOWS MAY BE LOCATED: AS SHOW OR 3' SPACING. MIN - ALL ON ONE SIDE OF RISER TO ASSURE. LADDER ONE SU;,pa;zr 31fg'¢ wneg CLEARANCE. fu. OUTLET PIPE _ SEE NNTTEG INLET PIPE OR PIPES.. z'� PER PLAN. 'r• REMWABLE WATER - RESTRtm?. PIJQE i TWNT. COUPLING. Z.S'0001rlee ZPp 0�N G PLATE WITH ELBOW DET'A ORIFICE AS SPEC. CATCH BA51N TYPE 2 Sf "O /A/76T�L RECOMMENDED FOR APPROVAL BY _. DATE BY ____DATE BY C . 4IC t ®/ 1�6U Asp D F : et Ys�RKS OwF /o.+ fF /sv. - Tb e •,, rn hbsheo' Gnaua/ . •. eo' GNP: Fifnd.' Hpe • ,. • a.' V Q ^a .X rpa s�i. . , 2Q Q 4 a /O'LMP Disehorys Pip]i q If Gap &ad ad' AO' 4444- L' or' BditP 0A AO:' GNP to bs A4Vy -Pr1' P/pc. GRAVEL RISER DETAIL No Sco% PcAiV Vl--Al 11 � �oxi/nate_�nte/•lin?_ p�� _ =- ' r 36 I r r A r tl ) I( / � l 34 �l SEA /sting 42" Sform- I I 1 ' 1 ) � i Cantraactor f //eri/y 1 I I /nYBrt Friar fa I I � III �.3l1rUCls /ar) 32 I I I.E.3ZO `wr I I I I I I I 1 1 30 111 e itl 109Lf 8"PVC 8= 0.004 28 Top 33.96 Inv. 29.31 12"S 29.2/ /2 "N 29.2/ 8 "E Top 36.50 -- /nv 29.56 SANITARY SEWdER. PROFILE Scale: / "= 00'H Y'r 2' V I j 1) Proposed 12' Water- V� 9a D.034 236 LF 8 P f Z8 55 MN 'r Top 44.f Inv 37.5 .ITY OF RENTON FILING NUMBER s -485 SHEET 2 OF 2 o�0 REVISIONS NO. I DATE I D- SCRIPTION 8/8/88 HEET TITLE ANITARY SEWER ND STORM DETAILS SHEET C -3 GENERAL NOTES LUI 1 [ 1. All workmanship end var,riala shall be Sn confocmaecs stth.the standard. and specifications of the City of Reaton, Public Works Department, and /or King C ty. ad ATHA Standard.. end Specification., latest Edition. PROJECT DATUM: FOR PROJECT. DATUM SEE TOWNSEND- CHASTAIN A ASSOCIATES "GALLEY MEDICAL CENTER TOPO" JOB NO. 86043. I. All to ti f sating uILILli.. show are approximate and £t .hail be the C o 's responsibility to verify the true and correct locations 11 to avoid damage or dtet.zb...... 3. , 1 8� E-•��t8�� 1 \IQb{Dyy ,E 1 Y t\ 1 O SITE I WNSEND- CHASTAIN VERIFIED PROJECT DATUM. 8/25/87 WITH THE FOLLOWING CITY OF RENTON BENCV MARK: CHISELED SQUARE AT N.V. COSNER CONCRETE WATER. VAULT, VEOSE ;LOCATION IS 50' NORTH OF CENTER LINE OF S.W. 43RD . SO- EAST OF EASTERLY RIGHT OF WAY Storm drain pipe shall be type as indicated on the plane. See pipe .chedule for gages. If areal 1. used, it shall be ApWA Treatment 1 4. 1.5 feat Seattle, WA 98121 2505 Third Avenue LINE. ELEV +85.22. FOUND ACTUAL 3RD: FLOOR ELEVATION OF HOSPITAL TO BE 89.90. TOWNSEND- CHASTAIN TOPO SHOWS 89.98. TO ACQU:RE CITY OF REVION DATUM 0.09 SHALL BE SUBTRACTED FROM DESIGN. ELEVATIONS. v minimum cover o r CMP; rubber gasket, req.ir,d. 5. Grilles street, are to be kept clean at all tlmeo. 1206) 441.4151 PIPE SCHEDULE 6. Eased." aad Topographin informatt.a have been provided by the ]. All existing utility elevation. to be confirmed prior to r =.r eats =. KAPLAIN - - 'PVC SDR 35, GASKET JOINT - ALL SIZES BEDDING, CLASS B, TYPE I OR II 8. Site plan hortaont.t central aad dime..Lan.I data is .haw .n Architect's .site plan. McLAUG H LIN CMP APWA TREATMENT <I REQUIRED ON ALL GALVANIZED STEEL PIPE. ALL BIZES OF GALVANIZED STEEL BEDDING CLASS .B TYPE I. 8" 16 GA'. AL. OR GALY. STEE. 12" 14 GA. AL. OR GALY. STEEL 18" 12 G. AL.OR GALV. STEEL 21 ".24" 12 GA. AL. OR 14 GA. GALY. STEEL 30" 12 GA. AL. OR 34 GA. OILY. STEEL 76" 12 GA. AL. OR 14 GA. GALY. STEEL 9. Provide 1 outs I. building drain. at ends, bends (45' max or head) a d at 100-f..c interest.. 30 The e o drainage ey i hall be constructed according to the approved plans[: shi h e o Etle . in the Depactarent'ac Central Records. Any - des iat ion. fcomr an the 0. the place will require written eppr -.1 from same ent. - - - I'. A copy of these approved plan.. moat be on the job site whenever _.c_ ion. is in. progress. 12. Before ey conatruetion /deve[opmeat activity occurs, a pre- conatruetlon moat be held with the De meeng. Iion par C men is Development nspect i DIAZ 33Y VALLEIO STREET SAN FRANCISCO CA 94111 41$•794 5191 -- - 1. All [ ..cio hot 1 b_ 1 accordance with the City of Beat,,', Development Standard., .Bent.. City Code, Permit Condition., and all other applicable code., ordinances, .ad policies. 2.. All limit. of clearing end area of vegetation pservation as prescribed - an the plan: ahall be clearly re we flagged to the field and ab. d during eoestroctlon. a. Where possible, maintain natural vegetation far silt control. 4. All r,4,ired ,d1 [ 1 /e ion central { ill L e' met br c..structed and i operation prior t land testing d/ other tructiov to Se c[SOtin. . 13 All 11,11ce-t/1111il. facilities be iv operation prior to clearing and builds g t. i and they b• satisfactorily vaincatnad until construction is completed end the ratantial far on -sits erosion has parsed:[.. 14. All r i /d .ti facilities .' be installed aad 1, operation prior et c r in onjunction with all c ..tru ties, activity =less that a.ttvity a ..d. the capacity a d. intents of the a talon /sedimentation control facilities o wales. otherwise approved by the Department. 15 All di,t b d h I1 b seed d and mlch,d or othersfse etabillaed to the ti f tie of the O p tes t far the prevention of .n -site _..L =: £t the a 1 ti E t tfon. f Lvv that 'di t 1 d n water doo, at enter the [ 1 drainage - -.yet r All e 1 end s di n facilities shell S -retained in I satisfactory r diti, ascit Inch ties that testing and /.r n C ti 1 pl d'. d -potential f re e 1 has passed. The 1 pl tail =jet e. reps mm�[ and ddL[iona o /sedimentation Control systems shall be the responsibility of the p it[ .. _ 16 All Pip and pp ct shall be laid property prepare f =data i .cord ith. • action 7- 02.3(1) 7-04.3 -S 7.17.3 of the eu c t State •.'of Washington Standard Specifications for goad and H Ldge r. CO t t1- This shall tooled ee ary lee ling of the t each '6 [t the p of the F d,tion m[ Lal as yell pl' d soaps 1 of 'req ired bedding cl.1 t ff grade w that h vt1 length of the 1111. b 5. The ion . end di ratio vtrol ay t depicted on this drawing intended to be alni=co requirements to anticipated .site o.dittone. A,- the a nacraction. progress,, and unexpected o Deal -a• - azu t{ `pate that aeL.. and di 1 rol facili 1 ill be ..ry L comptete s�l� i .-cr. 1 he p po ed si Dseing h r,e of C i it h 11 be. blig.tL d r spa ibili yu of the perm CC add . any ..the, ondition [h her may 'be ors,td by his pipe: a"- t d uniformly dense unyielding b e. Pipe bedding sh 11 6 pea gravel 6 over and 6" under pipe.' 'Trench ba.kfill shall be Import. and .hail to Per APWA Section 9- 30:7(3). _ 17 C' na runtt of devar 1 g: (groundwater) system shall be In accordance itht the APRA Standard Specification, Section 61 -3 -02. (1981 Ed. APWA) :8 Cal seized. real pipe tiliaed as detection facilities shall have asphalt treatment #1 .abetter inside and activities and to provide additional facilities, over sad abes. minimae, requl , y b ...a .d _ protect adjacent properties and eater qua Itty of h rs Irving drsi g yet,,. 6. Any di b d are. hi.h he. b n stripped of veg t S ad share an f.rch.c sock is i ipat d far e Period f 10 d y be i di ly .t bili d ith 1 hir, grass pleating her: approved oai control anent to the teen in - ..,side. 19 S store ,halt . no[ be permitted within 10' of the spring If.. of y :corm drainage Pipe(-), or 15' frost the top of any channel bank. 20 One to the lack of ae b ilt plena rm rains. the e,i,ti,g sto syetem, i tins. t ii o Eigu. ti vs ay be as indicated on the deals. It hall ' -b the ontract - responsibility to verify the it ppliesbI, of year q ... tion. Cr,,:, ding lose sill be acceptable only do=& m =[A of April . rh_gh S.Pt b L suss Seeding y pc ced t id the specified time pert d wh er it 1 in [h t at of the pe i t but at be augur tad sith mulching, netting, or other treatment approved by the Depart t. 7. All oaimn /sedimentation control Fond, sith dead rage depth .....ding 6 inch.. must haves.•fears sith a minim= Leighc of 3 fns[. S. Prior to o eupanny of the building, the permanent storm drainage syetem correct 1 om locations aad if -diff sent fr'the locations shown, the engineer hall he notified prior to commeneing a serectLan. on 21. A four inch (4 )perforated pipe shall be installed sithin the dowstream end of Ch detention pipe's bedding for a minimum length or tsenty feet (20) d th n tightli.ed to the nearest catch beat. down[ ream of ..the ... trol etructuxe. 22. All retch beat. grates shall be depressed 0.10 fact belos pavement level. shall be cleaned by pumping (,at into the storm drainage system) or ocher meth.d as approved by the Storm and 91cf,1e Water Utility. All dowetream catch basin. shall be checked for aedtmentacfon build up and cleaned as required. 44 23. All baokfill shall be imported structural fill Ln accordance vLth APWA 9- 30 -7(3). - -I � at RR 38 w' I j 1) Proposed 12' Water- V� 9a D.034 236 LF 8 P f Z8 55 MN 'r Top 44.f Inv 37.5 .ITY OF RENTON FILING NUMBER s -485 SHEET 2 OF 2 o�0 REVISIONS NO. I DATE I D- SCRIPTION 8/8/88 HEET TITLE ANITARY SEWER ND STORM DETAILS SHEET C -3