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HomeMy WebLinkAboutS-320801g i i CL CL a REMENOM BY: FOR APPROVAL DATE: BY: DALE: BY: DATE: BY: DATE: r x` I M �, I� A �T DRIVEWAY R LOT 1 s MV40'4f"IF UM Lw OF MC? 07 N S 20 0 20 I DRAINAGE CONTROLIUTILITIES PLAN .-MATCH LMIEI TMS SME[t FOR LA THAM SHORT PLAT I LOCATED IN THE S.E. 1/4, OF THE N.W. f/4, OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. KING COUNTY, WASHINGTON I .=20, I VXOGERtt LINE I a e• -o^ fUN11E 0" BUILDING SEWER PIPE BUILDING YNFR slope small catch bo* or yard drain 2'x10, level trenches PLAN VIEW OF ROOF NTS Ce Standard dispersion trench W/ notched grade board length 10' per 700 n ft. of roof area, we Figure 4.2.2.0 of the Surface Water Design Manual I I � 2 "x 4" STUD SERVICE MARKER PAINT UPPER o � a ° e • a o v° � v o ° level outlet Z " TLET PORTION wF11TE ANS STENCIL ON SIDE WI WI X66` At EL EL•. IV PW S. •11 Y. JdJQ A' PYC I 1,66 I I I E� 4 � Q .. t70 JIM I Oct I Q 172 •r W ~ _ I NEW SIDE SEINER STUB I DTL 1/2.1E =164.2f I I (CONTRACTOR SHALL I VERIFY LOCATION & IE — �-- t OF EX SEWER PRIOR TO I � I CONSTRUCTION.) I SOUTH END a' CONC CULVERT LIE EL• 172.37 A4 NORTH OUTLET NOT FOUND Was Uj tic =.�•. ,� W � 1• � I I I Exams »l� tfa0% I i5oicr- =own[% I I � I I I I W CNIM MET OF AN NOW. l I I I 1L•1&%r5 u.1 MY I �i 00b saw am *ag, 1 _ I Oren Mw w .Q. 1111 &wiJ It ff. MaI71 It L 111 !LaInS /rC A NY. G■•ifm I " -2O' Cramer Northwest--- Inc. ENGINEERS. SURVEYORS & PLANNERS Md N. CENTRAL, sTL 0104 IQNT. 1M N32 ( : -4NO (N..n or 1- (900)sl-olu (too ti..) (ns"-mss (few) t —MAIL, .nNerwn«,iw.em 40#0 ftwPear4oldreire wr4eqOPWAR • • K TEE WITH 6 SIDE OU ac S" SIDE SEWER AND BUILDING SEWER 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1: 3:5 MIX CONCRETE BLOCKING vA A o A WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. ° °' c� Av D 4 • ©Qo AND #0 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. v v 4 0 ° v 4 ° o• b °o 70 4• °° 4 O•VD••e UNLESS OTHERWISE APPROVED BY THE qTY, MAKE TAP THROUGH CAST • a e 4 • vo o °• v o 4 IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. nIh : o;oo ° °Ci ° : o, oar ° �' ° A ° ° ° 4" per( pipe VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 ° °e *A0 •p v PIPE SEWER MAINS ARE TO BE CORE DRILLED 1e' min • 0 v° ° o 0000 ° v° 0 • v ° ° 11 � -� N� d sp p4e O o 0 4 a V ••o •VQa p • •0 °ems -24 min c' 2x MI OPE TRENCH X— SECTION ■ ■v■.■..v■� ■�.- 6 SIDE OUTLET TEE SEWER MAIN 6 MIN. SEWER MAIN CONCHEIE BLOCKING ANGLE QE TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATIOR NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. SIDE SEWER Dn 1/1 INCLUDING �CLUOING NTS CALC'D. POWT PER S.P. 7,91 10,7901,3 CB T RIM - 1 50.20 IE 120 CONC SOUTH = 148.26 IE 12 CONC NORTH = 148.02 I I I I I Ce RIM = 153.46 IE 10" CMP NORTH = 1 52.20 I MATCH LINEN THIS SHEET .MwI.AIC"o in =20' NEW LSK WNW I qK El •L SK aw w�ww NO. REVISION 8►1r DATE APPR �*�•� wIr �wAw..e• FtoLL 19 S- 3 ?O$OI NTS DOWNSPOUT DISPERSION TRENCHr2 NTS 2 13'x ' t'LAS11C MM @= ED^ TO MD- STATES PLASTIC. NC ow 11IMS Mw 1304 -101 " 1.711a TINCK MCI" an mmw MIDI MOM PLATE COTTER 9MM TO Mb- STATES PI.ASTIC0. _.•... W. MAID -m4-R " wpm w Am 1 -S/M' DRILLED P~ P~ HM rM =00" PIT W (SEE OVA& A-A) - of �J1Y TER � M�MITALL ME AT i PROPERTY UK 1MTM 120 LONG DAPPER TAILPIECE. I1a, MMr SIDEWALK 12* MAij . TOUCH READ WATER METER TO BE -� 31' MN caul an SUPPLIED BY THE CITY -�-- -- COPPER TUBINO ww Out= IM WIITEAIIMI W SERVICE LW TO MOUSE 12 TO BE INSTALLED N THE FUTURE NSTALL FORD C14-33 OR 44 FDT x COMPRESSION CAUPUNa 9-LAW WIN TO CIDITERLMIE w van MANTo PIIw= a" N COPPERR - 4• AXL raga SINCE UNE TO INETER. VBHM -1'5W- 44-330. OR McDONALD BRASS 21- 21SN10GNO& OR MIUELLM 3/4-0-2470-2 VAIN ANGLE BALL. VALVE ON MET AND S�.E CI VALVE ON OUTLET C�awAT�l 9W. FORT TAPERED UNREAD FORD V0H?2 -15W -44 -440, OR ram JMIT Md)ONALD BRAS 21- 41SV00044. OR MUELLER: 1 -8- 2470`2 3j* Flaw` -}-e) ON AT MC�IALD 47010 BOTH FILET AND OUTLET VATH PACK JMT VITH QRAPPER. IM - 4-o OR AT MCOOMW 47010 PADLOCK NAGS ON % ET ANME BALL VALUE AND SMI CHECK VALVE ON OUT LET. ALL PACK -JONT FMIM09 SHALL BE VnH QUICK JOINT. NOTE: AIL KKR WO PSTALLM NITINN CONCRETE OR PAVED WAYS MALL M CAS"M UWAL To OLVW lO FOUNDARV ExPAMSION JOINTS WJSH BE AIISTALLEO ON WIN suss w k9w Bolt. A—A 1 s FAR AMR METER & SERVIC "'SILL - /Ter aA. MOLE W MATIC METER READ) T0004READ MICE 2 -1/2' MN. FROM NEAREST AND FRONT EDGE OF PIT LID 12' 3/4' OR 1' GALVANIZED PLUG NOTE: THE CM TER OF *9 HOLE MUST M AT LEAST 1' FROMI UNERWATM RIBS UNLESS TIN: RIB SPA�CMO ALILON THE NUT TO 710"M AOAMIST W a" SIDE OF MORE THAN am � E 3 I1771J77 G�ONP'LCT N01'b' n+r ccrvnMCroR s►MU �c asKo�e�c � vc�►�c n+c LoanoN. aMr►�� AND 0" �a Apu� pcz��srMO urNnrts, Wncrnc* s�+o� ON � pl►K AIVO VE1111GIL L' GO nON�� %tTNSVX&RW-y%'W S1NLL MCLUOE G1llJNG 11t1LT' LOCATE I 1- A00 - / ?t- '�! AND THEN NOTE: raj&Alf QWf%FW0#T � '�i 'rs�ori�v ALL TRENCH RESTORATION SHALL BE PER THE CITY Of RENTON IM&TW�5 J►�o�r�+�Mr �c�MV�►t,w��Mc TRENCH RESTORATION AND STREET OVERLAY DETAIL, w=L"wwrH"C=&: arc nu r�oe�rws ""�'�"' CITY OF LATHAM SHORT PLAT 11/29/04 i RENTON FOR eREr�► u►TMnM �- a►,uM ,�„�,. o.�. oPu► coHrROwnurIES PLAN 2 MON �G1NNE0 APR ! t .'+�S 2 3 A N N N N A A 17 F R 45�: • • •