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I BE , -N -..fd .. C & N�MA ( . I I—. . _. THU]"TON C"Ty . I ... . ­ CONTROL POINT . GM ELEVATf0N = 338028*'-N G-VD 1. 40. ., 20 0 40 80 - .r .1 . .- � ..... _ . .. r � . .. . . . . . . . . . ....... - ... " -04 SCALE: : , 1 ... 40' .. . MA€� VICINITY. . r I I ­ .. . � 11 -.---.---- ______ EX. FIRE HYD RANT _1 � I I � _ I ` . r , , - ,_; , '-,K ?�. , E EX. WATER METER _1 � i� E EX - WATER VALVE ­ _ . I � . ,�'­,�-,, -­'; E EX. SANITARY SEWER CLEAN OUT I L,-,, � i I 1.1-1, - , E EX, CATCH BASIN f. .1 - I , 1. - .r� > ". ., �1., 1 E EX. POWER POLE I EX. SIGN , �1-1�11 I I EX. LOWE 0 E EX. DECIDUOUS TREE 1:1.1., ­­.­­­., 1� , ­ � ��­ - , , "", ­ 1 - E EX. CONCR CURB & GUTTER ', , I .� <1 r � . - � 1� 1>. ,,,1 : X. . I ; �f , r . E EX. CONCRETE -f—­> ­­­.,­' ­­ - 1­1 �­_;" . � I � !: I � . I �� ; � ­ :, _. . 11. E EX. ASPHALT LT,/Cl,*"-"fl?*,H'4rraiv";,•+''!�4in. 4,"�,�,,�,�"#N,tTf,�k.,�1"0,��. , , 'L. ',,�l.,.,.,.,","�,.'',.', .. , '5�� �­:1.­­1.­­­­­,­­ E EX. POTABLE WATERLOCATE . ,� IL 1 ­1'.- ,­ ","", ­­­­­.­­11, -1,11­1", EX, SEWER ­ - R E EX 1�", Y", -.,, U U. EDGE OF PAVEMENT , - �� — 1. �.�.� 11 .. . 11 11 , I . . . . . 1. ­. .. . : . I . � . . I T_ T <6 � It , . to 11 I . . . .... �� . irn 11 . . ­ . � fol. ... i V_ ... 'i I . .111 I . . . .. , ".. — I 10 9 � . I , 11 � I : .. .. rr .. I .1 .. ;. .Y � . . . � . .. . r. .a.m.k. . �1 ..r - ", w i 0 qgw 3 I - A _ ; �. _:111111111111111111=' - '!�w __-­ J o j*_) . . . I . . - ­ ... . . .. 1 T , I i 0 qgw 3 I - A _ ; �. _:111111111111111111=' - '!�w __-­ J o j*_) . . . I . . - ­ ... . . .. 1 T , I m Paint Hydrant Sun Yellow High Grade Enamel # 13312 Nvo 4 To suit tren, ch depth coven." 2" washed rock stnj�on f6bric, MIN. CL HYDRANT OFFSET See valve box and valve stem detail- 6-11 ,�-- Grvund Concrete thrust block Jcast­4n�o� against fdting only CITY OF YELM, WASIiiNGTO1J - -- DEPT. OF PUBLIC WORKS FIRE HYDRANT APPROVED :DWG,. NO. PUB,L), 66m7 C WORKS DIRECTOR DATE Aft. DEb. DWN. CKD� DATE .AEG TEWI TEW- TE-Wi 3/15/W .AEG NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1X00 -42d -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. ■ ■ LIVE TAP 21 Ti . CONCRETE THRUST BLOCK (TYP) 0) z meow CONCROLLED DENSITY MCKFILL TO SPRAY HERE OF MAIN PING VALVE FL x MJ STAINLESS STEEL TAPPING SLEEVE VA,L\ffi MD SLUVE SfALL W. SUPPORTED AND BACKFILLED AS SHOWN BELOW-RIGHT. GROUN' GATE VALVE FLxW TEE IVI 113 DIAMETER Of PfFW. 40 CONTROLLED DENSITY BACKFILL Insdb- 2 POURED 'WIDTH OF TRENCH SOLID BRICK SUPPORT CONCRETE THRUST"BLOCK. APPROVED DVYG. NO PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. TEW TEW TEW, THE DETAILS OFJ T SHEET WIT-H. AN AGENCY TITLE BLOCK WERE PREPARED BY THE REVIEWING AOEMCY AMD WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY SAID AGENCY. THE QESiGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY OR APPROPRb4TEN!�S OF THQSE DEr S OM E At3ENCY DETAILS. .0 THIS MAY HAVE BEEN MbDIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. 1 ■ ■ ■ - 6 -10 DATE 3/1-5/00 1p1 1 TOP TEE ,X,f L �.. TEE WITH PLUG X. 0 WO 45 VERTICAL BEND 4 1A ron Y_ 41 - 5.4 TOP W SIDE VIEW CROSS X-1 X \, X \< �: X X" jo SIDE VIEW GATE VALVE > 4*, I -4 4" W. -GS PLU /141 0', , , 4 1V J19; W, YE PLUG OR CAP 1'MIN� Typ. 0.67'GRAVELL BASE COMPACTED TO 95% OF -MAXIMUM DENSfTY PER. 2-03.3(14)D ,,0/ NOTE& I. ALL &%TVAMS, WOR"&04HIP, AND INSTALL- ATION SELL BE IN CONFORMANCE V-VITH THE 'A ROAD BRID-GE �C A AND MUNICIPAt. CONSTRUCTION AS AMENDED BY CITY OF YE LLM STANDARDS. TRENCH BACKFILL COMPACTED MR. 2-03.3(14)C METHOD 8 4 TRANSVERSE CONSTRUCTION jolt T. SEE STANOARD PLAN A-1 SAW CUT EXISTING PAVEMENT. EXISTING RIGID PAVEMENT TRENCH BACKFILL . COMPACTED PEr" M 2-03,3(14)C METHOD C CITY OF YELM DEPT, OF PUBLIC WOF2KS TRENCH - PAVEMENT RESTORATION DET}�I� APPROVED PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. S-C S-C S-C JEGI DW+� NO 4 -10 DATE 1,0/3/,(134 THRUST LOADS THRUST AT FITTINGS IM POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE --------- CITY OF YELM, WASHMTON 450 BEND 22-1/20 BEND DEPT, OF PUBLIC WORKS NOTES: DIAME N 1 CONCRETE THRUST BLOCKING TC3 ESE SAND & GRAVEL 3,000 POURED AGAINST UNt3ITURBED EARTH. 4 BLOCKING D AIL 2. PLASTIC BARRIER SHALL BE P�.AGED BE- 1,000 � 500 -nmrrEEN ALL THRUST BLOCK & FITTINGS. 6t# APPROVED DA. NO. 3. ANCHOR REBAtR SHALL BE 5/8" MINIMUM- 1)200 AvqAt*qj%N,pIpy MWII RI 6e-w13 DIr4MEr1'ER. 7,700 PUBLIC MRKS Dt-RECTOR DATE 21000 10,100 10" DES. DWk CKD. DATE 1518-00 JEG TEW TIEW TENS 3115/00 22,700 14" 43,600 SAW GUT EXISTING PAMEMEW. 121,100 EMULSIFIED ASPHALT GRADE MWIMUM 0.25" GLASS'ff A.G.P. ASS - I TACK SHALL E APPUE (COMPACTED )EPTH) OR EXISTfNG TO EDGE$ OF Exf$Tlt4G pAVEMENIT. PLUS 0108, M, 41CHfiW fSGREATER AL JOINTS SHALL BE AED APPLIED IN MAMMUM 0. IT LIFTS 7f 900 I - USING PAVING ASPHALT AR400OW 0.67'GRAVEL BASE COMPACTED TO 95% r -7 T,2j AN _AA;N_ X -L -4 ik aj -4 b At4 �j "ISTING � OF MMtMUM DENSITY r 0.17CRUSHED FLEXIBLE PER. 2-03.3(14)D SURFACING PAVEMENT TOP COURSE 1'MIN� Typ. 0.67'GRAVELL BASE COMPACTED TO 95% OF -MAXIMUM DENSfTY PER. 2-03.3(14)D ,,0/ NOTE& I. ALL &%TVAMS, WOR"&04HIP, AND INSTALL- ATION SELL BE IN CONFORMANCE V-VITH THE 'A ROAD BRID-GE �C A AND MUNICIPAt. CONSTRUCTION AS AMENDED BY CITY OF YE LLM STANDARDS. TRENCH BACKFILL COMPACTED MR. 2-03.3(14)C METHOD 8 4 TRANSVERSE CONSTRUCTION jolt T. SEE STANOARD PLAN A-1 SAW CUT EXISTING PAVEMENT. EXISTING RIGID PAVEMENT TRENCH BACKFILL . COMPACTED PEr" M 2-03,3(14)C METHOD C CITY OF YELM DEPT, OF PUBLIC WOF2KS TRENCH - PAVEMENT RESTORATION DET}�I� APPROVED PUBLIC WORKS DIRECTOR DATE DES. DWN. CKD. S-C S-C S-C JEGI DW+� NO 4 -10 DATE 1,0/3/,(134 THRUST LOADS THRUST AT FITTINGS IM POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE PIPE 900 BEND 450 BEND 22-1/20 BEND 11-1/40 BEND DEAD END DIAME SAND 21000 SAND & GRAVEL 3,000 OR TEE 4 31600 2100.0 1,000 � 500 2,800 6t# 8,000 41400 21300 1)200 51700 8 14,300 7,700 41000 21000 10,100 10" 221;300 12,1%00 6,200 3,100 1518-00 12 32,000 171400 81900 4,500 22,700 14" 43,600 23,600 121,100 61100 30-t800 16, 57,000 311,800 151700 7f 900 I - 4Ot300 NOTES: 1. BLOCKING HALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL. RESTOLMTION DEPTH VARIES. X�l \X TRENCH BACK-FtLL SEE NOTE I & 5 CITY OF YELM., WASH #NGTON DEPT. OF PUBLIC WORKS THRUST LOADS OVIED APPR PUBLIC WORKS DIRECTOR DATE D ES . 'DWN KD . CL. TEW TEW EXAP, ZZATI-14p, TRACE TAPE 12" TO 1&" UNDER THE FINAL GRADE. DVVG. NO. 6 -14 DATE 3/15/00 TRACER WEE (SEE GENERAL WATER NOT o. 7) 0 6 MIN BEDDING MATERIAL 6" MIN. SEE NOTES 2 as y / \ / / \ / / \ / / \�j� \/ UNDISTURBED SOIL TYPICAL WATER MAIN TRENCH & APPROVED DWG.. NO. PUBLIC WORKS DIRECTOR DATE DDS. DWN. ;CKD. DATE TEW TEW TEW 3/1 -5/00 JEG APPROVED FOR CONSTRUCT-10N BY- DATE: DEVELOPMENT REVIEW ENGINEER, CITY OF YELM APPROVAL EXPIRES: POUNDS PER SOIL SQUARE FOOT MUCK, PEAT 0 SOFT CLAY 11000 SAND 21000 SAND & GRAVEL 3,000 SAND &GRAVEL 41000 -WITH CEMENT ED CLAY HARD SHALE 10,000 RESTOLMTION DEPTH VARIES. X�l \X TRENCH BACK-FtLL SEE NOTE I & 5 CITY OF YELM., WASH #NGTON DEPT. OF PUBLIC WORKS THRUST LOADS OVIED APPR PUBLIC WORKS DIRECTOR DATE D ES . 'DWN KD . CL. TEW TEW EXAP, ZZATI-14p, TRACE TAPE 12" TO 1&" UNDER THE FINAL GRADE. DVVG. NO. 6 -14 DATE 3/15/00 TRACER WEE (SEE GENERAL WATER NOT o. 7) 0 6 MIN BEDDING MATERIAL 6" MIN. SEE NOTES 2 as y / \ / / \ / / \ / / \�j� \/ UNDISTURBED SOIL TYPICAL WATER MAIN TRENCH & APPROVED DWG.. NO. PUBLIC WORKS DIRECTOR DATE DDS. DWN. ;CKD. DATE TEW TEW TEW 3/1 -5/00 JEG APPROVED FOR CONSTRUCT-10N BY- DATE: DEVELOPMENT REVIEW ENGINEER, CITY OF YELM APPROVAL EXPIRES: 0 rn < W� >w 0 u� �u�M �Qo �.�. ut rn cai z � IL ro ,.,, < Now Fay < 0) C fq >0 QJ (a > 20 W 0 0 to Uj. 4J z 0) (y) z . . . . . . 0 z W W 014 U �� 0 rn W� >w 0 u� �u�M �Qo �.�. ut rn cai z � IL ro ,.,, < Now Fay < 0) C fq >0 QJ (a 20 W 0 0 to 4J z 0) (y) . . . . . . 0 z W low 014 �� . . . . . . . ... 17 atlq 1) E3 'AN 1 1( IFt IFC),O. )(IF= iyl I;" 'IFtl EE �501 1.03:RD AV Y :L WA 98597 S(JA4A4ARyo EXISTIW.7 ORNAhoENTA4L EXISTIN& IREE5 A41000h-6- C.-R.E.E.-K (E5TIM-ATE-) TrNl. PMOF05EV POR mrMOVAL: 0 ee, IJI� ell, TOTAL TAINW 145 , le 1?1 1�1 F-Ropos-ED, "WI A oft mom I---- -:, A� 70:TAL I-K= ��_i d,i A '14 APPROXIMATE OMNARY HIGH . . . . . . WA TER Aot4RK �tr 10 . iA ey 41 41' FEMA CROSS SECTION OS 100- YEAR BASE F L OOD ELE VA TION 333 de 10 1 Ile '41 4,� , 14 dr SOVTH�.WSTERLY LIA41TS OF jh SPECIAL F1.000 HAZ D AREA AR 17 vp %A INUNDA TED BY 100LYEAR FLOOD A� 14, 1?1 le r "t, mor ro sme x 1.11 fol 1*11' pi� 11w jil, <0 V ? ji 4* J10 X 4?' Al ell HATTON GH"T PANTI ER SCALE: 1" 40' x 141 N4 rp Ir A �fk 41 0' LANDSCAMAOM �e 011c 41w? ,74, y IV d, 1> low All 40, je j 7 N )CARIFY OR 07NEMMSE B -L EXI.S. 77�� �ATIO FPoOM ALL. M 10v AL w r 1pqbft - RAM ALL LAhOSCAPE 0� ILOR TO -SAFIK OR PLANAnN6 A111MA.S. Ff� 6 .... .... . YcK PLAZE .01 1� le N. 41 01 RIPARIAN 84 UFFER Am& Tj LAILL gftf-" fporED pit frivik2fr -FPF1F?j!!:VAL FWOM "P 01* 0466E I,'-MIOR A el' 2. NO PLANT TvT10h6 , �' �:,l .1;�, r I . I N �, I . I Is 7"HE LAW-)SIC-APE ARC-HITECT CITY OF Yr -0 el It LM Ah APPROXIMATE LrIMITS OF THE _41 RIPARIAN BUFFER 150 FEET 07 V oe 41 19 'A.L A­ AIM P -NT 1 AoT1.0-le 5� A F r-R-0 V - W-i ALL PLAW MA Zip. 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CHOOW IFM16ATION osir IL N HARDSCAf-Lb- 4' 4% 1 "Ir � 'A / 114 VELY PREVENT FtLqqof=F OR ONTO V -:Z� �n FLOOD Etf A TION 3 3 J; e �r . 1%1� tT,�;7�W J 4D 4OR "N T ulohe P0%wtS.,E EMIR ft L COW I LNDM AL PE"i (*4 STA CERTIFICATE NO- SW EXPVRESON alit In LL w 0 0 0 Tom o ij w Mwwl� 10— 'TERL Y -L IMV TS OF SOUTHV W s ARD Af Zfr,-A STREET TREES SPECIALELOOD HAZ 2"1 T*f Er , NUNDA rEDL BY IMYEAR FLOOD %A A-d JuaRD'A BEN ('"3LJ M ARK "rUUL RSTON COUNTY A VA. r, IN V %ar Z�z 4. 338 28 NG%1n ELEVA110N V L�p 4 4i� APPROXIMATE LIMITS OF THE I , R Ri cER 150, FEET PA AN BUR SOUTHWESTERLY OF THE ORVINAR Y HIGH W-A T E-R' -MA'- J M-11. CON NOT *ro SC&E