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Home My WebLink AboutzS-2865Seta a � 6 f: vl � N 11F `0 9 z o 0 a 'c �E fz� raw - d H c 3E m rn4 C N v I R! a4 f¢1 N �® n y�� oil en S. E.1 /4, of SECTION 11A TOWNSHIP 23 N, RANGE 5 E, W.M. Ci A E DRAIN I I A w r 1-0.' Kt/ ever STORM WATER DRAINAGE NOTES I "VCNCHT NIN- l gI7TCR oR I o' 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACfIViTy OCCURS, A PRE - CONSTRUCT IN P = .... .. .. ..... BweMyoNO •.: . ' MEETING enial Cooatnncflan" D red 7 W S.D.O. TFsnd the American PUNT SERVICES DIVISION, PLAN S.D.M.H- NO. 3 TYPE II -48" �6- SAVCUT w..rc,FS REVIEW PROJECT MANAGER. FF, XV w /SOLID LOCKING LID L _ _ RIM EL. =620 (MATCH EX. GROUND) Ij(_ 2. All construction shell be in aavrdance with the latest editidn of the"Stardatb Specifications for Raatl, Bridge and I.E. Z4-(SE -SW 55.12 - _ . Municipal p� by lie Works Association (APWA), as amndod by the City of Renton. �P 0 6 e9 6 7Q9- 3. The stem drainage system shall be constructed according to the approved plies which are on file with the City of EX. SDMH �� \ 7S Renton. Any deviation from the approved plans will require written approval fiom the City of Renton Development S.D.M.H. N0. 4 -TYPE II -48" I.E. =54.98 Qci \ J2p F ARTERIAL STREET MINIMUM NOTE, Services Division. P 3" CLASS 'B' A.C. MUST MATCH EXISTING THICKNESS w /SOLID LOCKING LID 1\ �C' 4" A.T.B. IF GREATER. � 4. A of these roved ions must be en the' site whenever construction i} in RIM EL. =62.0 (MATCH EX. GROUND) rj,5 i \905+ /3 6" CRUSHED ROCK `�' e� p 1°b pr0g'G's cJt JS'\ \ \ v J 3. Datum shall ha U.S.G.S. unless otherwise approved by City of Ramon. RePom we benchmark and eleva an are noted EX. I.E. 18 "(SE -NW) =55.04 NEW I.E. 24" NE -55.06 / ST0 pU9 2 ® RESIDENTAIL STREET MINIMUM on the plans NEW I.E. 12 "(SW) =56.06 3 FgSFMa c \ \ \\ �J2' 6' 6" CLASSNED ROCK M R \ y, )96 BE.PL.F*�`x M�}.f► 6. All sedimcntationteresion facilities must be br CONTRACTOR TO VERIFY LOCAT ON, PIPE SIZE p Q �t� F.F. EL. =6Z.5 F 9/N \ 1 OOD S operation prig ro clearing end burr g construction. end they must he j (k' MIN. F satisfactorily maintained until construction is completed and the potential For on -siu; erosion has passed. & I.E. PRIOR TO CONSTRUCTION OR ORDERING \l FNCE _ 63 OF MATERIALS. �7, \r)' d!- i1 <' SS 4 7. All retention/detention facilities musr be installed and in operation prior to or in conjunction with all construction activity unless othenviae approved by the Dcvelopmad 9ervicca Division. F.F. EL =62.5 h Pp $' ®C'O(.n Jx6S3 qe Fk J8 C MW. S.D.M.H. NO. 2 - TYPE II -48" g. Gross soed may be applied by hydrosceding. The grsac seed mixture, other than City of Renton approved standard J w SOLID LOCKING LID i rn p qN0 C / mixes, shall be submitted by a Landscape Architect and approved by the Development Services Division. C.B. NO. 2 - TYPE I �9 l 1 N F AOA J`q )F 0 20 ON F SiORA' ry / RIM EL =63.0 (MATCH EX. GROUND) w /SOLID LOCKING LID gSF1fF D{�q /N 8 )4' SS kSnN < /NF \ / / I.E. 24"(SW -NW) =55.27 9. All pipe and appurtenance, shall be laid en s properly prepared foundation n acoordaMC with Section 7 -02.3(1) of J NT ST G 2 / the current State of Washington Standard Specification for Road and Bridge Construction. This shall include RIM EL =62.0 (MATCH EX. GROUND) S nvessa level: 0' 10" h! q. TO \ / ry 'B of the trench bosom or the top of the foundation material as well ns placement old compaction of I.E. 12 "(SE -N W) =58.50 S 64" 2 j 4 >g B ` �� STOR RJ�q ! mss, Jx)o RM l/N \ f required bedding material to uniform gmdc so that the entire length of the pipe will be supported on a uniPormly dense pVL, 5-286501 (� unyicldi-9 base. All pipe budding shall be APWA Class "C ", with the exception of PVC pipe. All tnatd( bakfill 40� \ / !t/ - ea n COP shall be compacted to minimum 95% for pawner.: and structural fill and 90%otherwise per ASTM D- 1557 -70. Pea - S8 O0. / lb ®/ gravel bedding shall be 6" over and under P.N.C. pipe. C.B. NO. 1 - TYPE I ®1.$39 \ \\ / a / 10. Galvanized steel pipe and aluminized mad pipe for all drainage facilities shall have asphalt trmhrlent NI or better STA. 2 +63.79, 8.5'LT. PRIV RD 1 ln4 �wA \ / APPROXIMATE inside and outside. GR. EL. =62.20 ( ) S / EX. 1 55.303 ( ) @ +f'I/ / 2a>g 5 Z 11. of uctu sea not be permitted within 10 fact of the spring line of ary storm drainage pipe, or 15 far norm the top _ I.E. 12" NW =59.70 / \ AT PROPERTY LINE La Len, Iro1Nr / A�,..�� a F.F. EL =62.5 ye 1 Lt. MiN STIR �' r - rN � / J�v` I \ s Mint_ 12. All catch basin gates shall be depressed 0.10 Poet below pavement level. ( 2 P, / / \ ' ( s 13. Open cut road crossings through existing public rightof -way will net be allowed unless specifically approved by City 4,) �0 \; F.F. EL. =62.5 / �irO� 't \ / SSS - - -- �� S.D.M.H. NO. 1 - TYPE II -48" of Renton. ^ry ^ry0 \ VG�� / JF ;1, Jx w /SOLID LOCKING LID 14. Rock for erosion protcetien of roadside ditches, where required, shall he of smmd quarry rock placed to a depth or I asp• S3S RIM EL-=62.8 (MATCH EX. GROUND) feu and must meet the following specifications: 4"-N"/401/,70% passing; 2 "-4" rock /30%, -40% passing; and -2" EX. I.E. 18 "(SE -NW) =55.32 rocWlO" /,20 %pawing. 2a- 4)- 0 / ryJ / / �0r ® h NEW I.E."(NE) =55.32 /F .s" . X9$ / / // ('�jp, _)Nj S8 20$ ry ?A IS. All building downspout/ end footing drains shall be connN:ctcd to the norm drainage system, unlc, s approved by the k! ( ® pV� 'S \ / qF 49 CONTRACTOR TO VERIFY LOCATION, PIPE SIZE Development Services Division. An acct ately dimensioned Certified as -built drawing of this dminago system will W \ ^h �4� " 4Or ®2 / Kph �? & I -E. PRIOR TO CONSTRUCTION OR ORDERING submincdtoDne City o fRemon upon complction. `S8 ¢609, �N OF MATERIALS. 16. Isscauce or the Building or Construction PemrN by the City of Renton does not relieve the owner of the emrt6mi g i o / TRACT "A" legal obligation and/or liability eamttaed with stone surface water disposition. Further, the City of Remora does out (b h Y! Y F \ F.F. EL =62 -5 accept any obligation fer the proper finetiomag and madmeranoe of the system provided during construction. \ N rf 9 0 ! sk" MIN. k! S.M.H. N0. 2 -TYPE II -54" ! o i SSS \ r \ 17. 711c'Conlmetp shall 6c resrronsiblc far providing adcgnnelc safeguard, safety nicvim, pmleclive egnnipment, naggers, F.F. EL =63. C+ / J)Ay STq (O SHALLOW MANHOLE TYPE B and nny el er r ttded eaMns to pmacct the li1L henith, and safely of doe public, end m Maoa property in mu ection N'w. / h 3, R J� a STA. 2 +74.84, 5.0'RT.(PRIV. RD)= with the perfomwrce of work covered by the eentraa. Any work within the tmveled rightof- -way that limy interrupt \ 64 S \`J / T Y, O normal tmme now shall require an approved trams control plan by One Trnn."Imlan Division. All sections of the F �6" / STA. 1 +70.34 (SAN. SEW) scoaE LINE W.S.U.O.T. Standard 9pee feat om l-07-2Y, TmtcConmoI.qhnIlnpply. \ 2� C \/ RIM EL =62-48 Fj ! 3' <T ' Ox / y 0 ` �?- ry I.E. 8 "(SW) =58.30 EXPANSION JOINTS la. S I denim 6 ^' 4 S O SEE NOTE 2 F-ia gc menaures will be r cd it the Ircation is within then 'for I 1' a ca. p cquir project qm pm c ram . r F�c F 40;, "'T. &S -I IC• F OF I C 11,15 PLL SIGA i INDICAT1NG THAT : A bo DETAIL A 'cl/M� R�1 \\ �0y / Fyln!$ THIS LOT (TRACT "A) IS IA[7'ENDEp Y- APPROACH WITH 12'x 22' CONCRETE METER se, r OF Iy aS / 0 / �T�� FOR FUTURE RFStC'StJ E. I.. $ MONOLITHIC CURB BOX WITH 3/16° STEEL DIAMOND PLATE gtf INSTALL METER BOX AT WAY \ COVER EOUAL TO FOG TITE METER PROPERTY UNE. C SEE NOTE 5 CI \ :s 4 6 1P.r .. +t" aC MCHrl.e SEAL CO. 6 -10 METER BOX. bl (51 \ �"W na" CenNCRC Ve Oa ,6" MIN Eb €A J$^ J / Cr F.F. EL. =63.0 I «ftuuu. FINISH GRADE 9- MAX I SIDEWALK 1 \SS, JC MIN CURB AND GUTTER SEE DETAIL 'IA" 6R \ / ^N. SHOWN HOWEVER, . -.. •'..:' ' : ., •. \ �\ � \ OTHER CURBS MAY i B" '' BE USED (SEE SECTION A -A 21' MIN WATER METER TO BE \ \ / ` STANDARD PLANS) _ JG MIN COVER. 36--MIN-COVER X. SSMH \ / 4 / fir, a !� � COVER SUPPLIED BY THE CITY 72 MIN Rit�EL. =64.4 JS� (�vFSS - TYPE 'K" SOFT _ _ COPPER TUBING Ii \ \ C�'V@A) •K,, SIDEWALK DRIVEWAY OR ALLEY 2 -1/2' W / \ / \\ \�/ SIC qq,M v j ' �'- tytr¢� A - FORD COPPERSETIER VNI 72- 15W- 44 -33G (FORS 3/4' METER) (fir• ( ) -> \ �" a9' I' i p� 7s. E 3 Z 'y �� y Y• ns/ R/N'# rp WATERMA NR� OOP TEERN AI O PROVIDE R yH RILET 44 -44C -E T WITH PACK _ - -- \ \ , G / - ArA ,Ora ao-'nI SLACK IN COPPER SERVICE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. /� - K \ k1•,4 3!9" EXPANSION h "� s PAOLDCI( MNC$ ON KEY VALVE SINGLE CHECK VALVE a / JOINTS 'Mr. LINE TO METER. J Cf.. ON OUTLET. �f. \ SEE NOTE 2 s CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. 1 THREAD (CC) PACK JOINT 314' F10001 - RIM EL.= 64.23 (MATCH EX. PAVEMENT) EX. I.E. 15" SE -NW) =57.04 NEW 15' WIPE \ \ \ t�!'�ne'•, t NEW I.E. 8 NE) =57.62 CUR,13 GUT. f�6MOVE 63 \ J _rat- i w• %. .�p/n (PER CITY STD. 0or 1t 5R 20 ; I.}rar" n Na CONTRACTOR TO VERIFY LOCATION, PIPE SIZE GudzaW \S ~ & I E PRIOR TO CONSTRUCTION OR ORDERING PER GLTi STDS- OF MATERIALS. SET- OVER E),6'_MMG SEWE.K NJ+IW SEE NOTE I ; SIDEWALK (t (F1000) IF SERVICE LINE TO MOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL - ^ W o^ lNgpF.filT>R APPROVAL. S SS GRAPHIC SCALE 20 D 10 20 40 8D , q J " 22 -1/2' FORD C I 14-33 R S 4 FIDT N COMPRESSION 4 COUPLING . �® NEW W JOE CA-) cur 4 DRIV R E 4 RE.PLACF. EaU.ST v Q SItEWAIi= PE.R Q 0 -i STLG S.S.M.H. NO. 1 - TYPE II -48" STA. 0 +04.50, 5.0'RT.(PRIV. DR.)= STA. 0 +00 (SAN. SEW.) �� { C % \ �F FT Op SAWCJT. fig. WHPJ T. K1u- WITTi l pt rc+4 VAJL a c - L U' , "F,4ALT tlOf MIX. \ \`\ \ �y \ `r1'. V \ e(J �� \\ II' EXPANSION JOINT .\ NOTE, 7 STING CAST IRQI 1. DUMMY ,HINTS SHALL BE PLACED NOT TO EXCEED IS' C/C NOR LESS THAN t0' C /C. THEY SHALL R DUCTILE IRON \\ NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL EXTEND 2-1/4" DEEP. WATERMAN 1/2" TH{U JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. la 3. CEMENT CONCRETE SMALL BE CLASS 3000 AIR ENTRAINED W 4. AL IwTS SHALL HE CLEANED AND EDGER 6 S, APPR SHALL LOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED INTEGRAL: WI H STANDARD CURB (SEE DETAIL "A " >. \\ 6. GRADE CO CTION SMALL BE 95'/. MODIFIED PROCTOR. � \ e - r FOR SERVICE FROM EXISTING STEEL ASBESTOS CEMENT OR PVC WATER HAMS INSTALL DOUBLE STRAP SERVICE CLAW EQUAL TO MUELLER CO. 3�4 It 'q WA 3/4' OR 1" GALVANIZED PLUG SE-k SR\I(Cr _ RIM EL.= 64.23 (MATCH EX. PAVEMENT) EX. I.E. 15" SE -NW) =57.04 NEW 15' WIPE \ \ \ t�!'�ne'•, t NEW I.E. 8 NE) =57.62 CUR,13 GUT. f�6MOVE 63 \ J _rat- i w• %. .�p/n (PER CITY STD. 0or 1t 5R 20 ; I.}rar" n Na CONTRACTOR TO VERIFY LOCATION, PIPE SIZE GudzaW \S ~ & I E PRIOR TO CONSTRUCTION OR ORDERING PER GLTi STDS- \ b . _ �A4rw. CITY OF' REN'TON \ Z RIM EL: 3.58 ` F`e•, DEPARTMENT OF PUBLIC WORKS ES J.JgF P� d " ccr` CONCRETE MON JS+ n, W /BRASSIE IN CASE SS\ ENGINEER: ` �� ROAD &. UTILITIES PLAN ELEV. =63.15 PT- tJAEGER ENGINEERIN0 CONW SHORT PLAT le," TO 24" FoR ReLOC. F. ro/oo 9419 South 204th Place DESIGNED: Jdd DATE: 2,/4)/00 FILE NAME:CON- ENG.DWG �loATAL� �(oI� Kent, WA. 98031 DRAWN: DGL 700 Phone No. (206) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FlEe Boa: PAGE: EXPIRE$: 3 - NO. REVISION BY APPR. DATE I Fax No. (253) 850 -0155 APPROVED: SHEET: 3 01: 4, ROLL # 168 SCAMMEDOCT 42000 C U rc- �QbJ°S w -.o'v o� or ejetnOtr[� % /� (aJ S1 OF MATERIALS. SET- OVER E),6'_MMG SEWE.K NJ+IW POUF, W7'fOM I" PLP.CE_ W/ C-HI%JJI,1FJS. REMOVE Eh1ST. PIPE SFf_,r,AF P•,FTER lNgpF.filT>R APPROVAL. GRAPHIC SCALE 20 D 10 20 40 8D -27- 1865 ( IN FEET ) -OLD -2N S- 1 inch = 20 ft. D - 27 -2SKS' \ b . _ �A4rw. CITY OF' REN'TON \ Z RIM EL: 3.58 ` F`e•, DEPARTMENT OF PUBLIC WORKS ES J.JgF P� d " ccr` CONCRETE MON JS+ n, W /BRASSIE IN CASE SS\ ENGINEER: ` �� ROAD &. UTILITIES PLAN ELEV. =63.15 PT- tJAEGER ENGINEERIN0 CONW SHORT PLAT le," TO 24" FoR ReLOC. F. ro/oo 9419 South 204th Place DESIGNED: Jdd DATE: 2,/4)/00 FILE NAME:CON- ENG.DWG �loATAL� �(oI� Kent, WA. 98031 DRAWN: DGL 700 Phone No. (206) 850 -0934 CHECKED: JJJ SCALE: 1 " =20' FlEe Boa: PAGE: EXPIRE$: 3 - NO. REVISION BY APPR. DATE I Fax No. (253) 850 -0155 APPROVED: SHEET: 3 01: 4, ROLL # 168 SCAMMEDOCT 42000 C U rc- �QbJ°S w -.o'v o� or ejetnOtr[� % /� (aJ S1 SCAMMEDOCT 42000 C U rc- �QbJ°S w -.o'v o� or ejetnOtr[� % /� (aJ S1 �nn a a rrqq v� � N Im Q 7 o a 0 0 a C _M 0 E H -1 E '/ U � w �d c E v y E m rn� 9L E v Rio 0� g 1 J- 6 d �` 2 i I L� w Z J d O IL l } Z ll 0 F Z U O D F Y O j O n 3 Z w 0wo 0 n0 U) = M Q w 0 11 Z W O 70 n s _jO�n� s.e.1 /4, d SECTION up, TOWNSHP 23 N, RANGE 5 E, WM �¢ �I w �� rZ ar0 N NQ '0 a, N fND� II II nit JO H JZ in WJ N W W 70 I +00 z +0v PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. o C� S.D.M.H. NO. 4 - TYPE II -48' GROUND - - - --_ - -- Q w /SOLID LOCKING LID II $ I RIM EL =62.0 (MATCH EX. GROUND) ° - - - FINISHED GRADE - 4' W. TO 12' sax _ - +1.00% NEW I.E. 24 "(NE) =55.06 120.1' -24 ADS N -12 0 0.12% 60 41- 8' -?A-" ADS NEW I.E. 12 "(SW)= 51x.06 - -- EXIST. GROUND - - - - - - - - - - - - - - -- - - - - -- 60 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 & I.E. PRIOR TO CONSTRUCTION OR OR - 0.12% ' OF MATERIALS. a0 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 170.3' -8" PVC SDR 35 0 0.40% 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. 50 w /SOLID LOCKING LID w /SOLID LOCKING LID S.S.M.H. NO. 1 - TYPE II 48" 9. A copy of these approved plans must been tic job site whenever construction is in progress. RIM EL =62.0 (MATCH EX. GROUND) RIM EL. =63.0 (MATCH EX. GROUND) 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING 50 TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS STA. 0 +04.50, 5.0'RT.(PRI . DR.)= SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. CB. No. I- TY 1 O 01 STA. 0 +00 (SAN. SEW.) W ni STA. 2+1s3.7q 6-S' LT. ERING C.B. NO. 2 - TYPE I RIM EL.= 64.23 (MATCH E EX. I.E. 15 "(SE -NW) =57.0 . PAVEMENT) EXIST. GROUND ELEV. CR. 1> Iz" L: _ [� -7�' , iNUi�94.1 w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) 40 ) NEW I.E. 8 "(NE) =57.62 Fl�NIS EDP GRADE . O ELEV. 4 0 40 I.E. 12 "(NW) =59.70 ce M N M 0p r7 °n M (V I +00 z +0v PRIVATE ROAD SCALE: 1" = 20' HORZ. 1" = 10' VERT. o g S.D.M.H. NO. 4 - TYPE II -48' GROUND - - - --_ - -- Q w /SOLID LOCKING LID II $ I RIM EL =62.0 (MATCH EX. GROUND) ° s. e EX. I.E. 18 "(SE -NW) =55.04 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be NEW I.E. 24 "(NE) =55.06 120.1' -24 ADS N -12 0 0.12% J 41- 8' -?A-" ADS NEW I.E. 12 "(SW)= 51x.06 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND CONTRACTOR TO VERIFY LOCATION, PIP r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 & I.E. PRIOR TO CONSTRUCTION OR OR - 0.12% ' OF MATERIALS. 5 FLOW LINE TO BE DIRECTED TO CATCH] BASIN AS SHOWN ON PLAN 7n arvv S.S.M.H. NO. 2 - TYPE II -54" SHALLOW MANHOLE TYPE B STA. 2 +74.84, 5.0'RT.(PRIV- RD)= STA. 1 +70.34 (SAN. SEW) RIM EL. 62.48 I.E. 8 "(SW) =58.30 70 60 arvv ----- - - - - - -- GROUND - - - --_ - -- - - - -- - - - - -- 70 24"x 6" FRAME AND LIP PER DRAWING BR29. I O_ s. 70 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be 52.4'-21-" ADS N -12 0 0.12% 120.1' -24 ADS N -12 0 0.12% .. 24" - 41- 8' -?A-" ADS N -12 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND 50 r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 and correct location an a to avoid damage or disturbance. - 0.12% ' -- - - - - -- a0 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. S.D.M.H. N0. 3 -TYPE II -48" S.D.M.H. N0. 2 -TYPE II -48" 78.6 -12 ADS N -12 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other w /SOLID LOCKING LID w /SOLID LOCKING LID N-12 ®4.129. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. RIM EL =62.0 (MATCH EX. GROUND) RIM EL. =63.0 (MATCH EX. GROUND) 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY I.E. 24 "(SE -SW) =55.12 I.E. Z4 "(SW -NW) =55.27 SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. 40 . SIZE O 01 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® W ni 50 ERING C.B. NO. 2 - TYPE I C.B. NO. 1 - TYPE I w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) STA. 2 +63.79, 8.5- LT.(PRIV R GR. EL. =62.20 I +UU ,Urvv 24" PUBLIC STORM DRAIN SCALE: 1" = 20' HORZ. 1" = 10' VERT. 26' w w EASEMENT 3' 20' Iw al A.C. PAVEMENT Ice w 18" ASPAHLT WEDGE CURB f `% BACK O WED GE cbo0 "•2" COMPACTED DEPTH WED CLASS "B" ASPHALT ASPAHLT WEDGE CURB 2" MIN. COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE Elf GRAVEL BASE MAY BE REQUIRED PRIVATE ROAD TYPICAL SECTION N.T.S. C3 wwp_ a> _286s Z arvv S.D.M -H. NO. 1 - TYPE II -48° w /SOLID LOCKING LID RIM EL =62.8 (MATCH EX. GROUND) EX. I.E. 18" �SE -NW) =55.32 NEW I.E.24 (NE) =55.32 CONTRACTOR TO VERIFY LOCATION, PIPE SIZE & I.E. PRIOR TO CONSTRUCTION OR ORDERING OF MATERIALS. S.D.M.H. NO. 4 - TYPE II -48" w /SOLID LOCKING LID RIM EL =620 (MATCH EX. GROUND) EX. LE 18'�SE -NW) =55.04 NEW I.E. 24- (NE) =55.06 NEW I.E. 12 "(SW)= 5Lo.06 CONTRACTOR TO VERIFY LOCATION, PIP & LE- PRIOR TO CONSTRUCTION OR ORI OF MATERIALS. - so I +00 arvv 12" PRIVATE STORM DRAIN O SCALE: 1" = 20' HORZ. 70 24"x 6" FRAME AND LIP PER DRAWING BR29. I O_ s. 70 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be , t,• _. ion 24 boom by tic Transportation Division 24 IrOmmrs in advance. by die notified 24 hours in advance. .. 24" - be in with "Standard Speeifi -ions far Municipal Public Works Construction" 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of EXIST. GROUND Revlon Standard Specifications. r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an 60 and correct location an a to avoid damage or disturbance. ------ - - - - -- - - - - - - -- - - - - -- coatmetor's responsibility to sam v all necessary Permits prior to starring construction. the City of Renton.) it shall be the um!ractor's responsibility to notify the City 80 accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 6. Contractor is solely tespmnible for the means, methods and scquemm of onnstruetion and foe the safety of worker 78.6 -12 ADS N -12 0 1.53 • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other N-12 ®4.129. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. I- STEPS TO BE 3/4" - 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EOUAL 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. 59.2' -12" ADS 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY depth of It inches, thorough! tamping each I to 93 of maximum density. These compacted layers must the trench. Materials to complete the fin over SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. ao mechanically compacted. Cuts into the existing asphalt shall be matlim cut with saw in a Continuous be immediately after backfmli and compneim. A pesmnent hot mix patch shall be 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® temporary mix patch must placed placed within 10 days and shall be per City of Raton current standards. 50 C.B. NO. 2 - TYPE I C.B. NO. 1 - TYPE I w /SOLID LOCKING LID RIM EL. 62.0 MATCH EX. GROUND) STA. 2 +63.79, 8.5- LT.(PRIV R GR. EL. =62.20 ) 4 0 I.E. 12 "(SE -NW) =58.50 I.E. 12 "(NW) =59.70 40 SIZE °• cti N ERING I +00 arvv 12" PRIVATE STORM DRAIN SCALE: 1" = 20' HORZ. 1" = 10' VERT. 24"x 6" FRAME AND LIP PER DRAWING BR29. SANITARY SEWER N07 ES & SPECIFICATIONS I. All work msterids shall be m cenfonnancce "b the surdards and specifduf3ons of the City of Rantm end the fatal s. edition of the WSDOT /APWA Standards and Specifications. 2. The hours of work in the street righlof -way shall be limited o L:30 am. to 3:70 p.m. on weekdays unless otheswix full, NMI be approved - 4' W. TO 12' sax _ - din writing by the T non Division at 277-66222. All sheet closures, partial a approved Thu police flep:mmnent, Fire Ilep0rtt11nt, and 911 dull be , t,• _. ion 24 boom by tic Transportation Division 24 IrOmmrs in advance. by die notified 24 hours in advance. .. 24" - be in with "Standard Speeifi -ions far Municipal Public Works Construction" 3. All construction shall accordance Prepared by Washington State Chapter American Public Works Association, latest odition (APWA) and City of - 1 Revlon Standard Specifications. r 42' W. to s4' a.1 be the ctrnctors responsibility to vedlS• tic true 4. All locations of existing,utiiiti& drown are approximate and it slu0 an L _ and correct location an a to avoid damage or disturbance. waueE r ro s 3. A prucamstnactim eanPorernce and • 24 hour nnlloe (hall be required prior to sorting new can. (true e ct on be the (Inspection will be 4. S4. coatmetor's responsibility to sam v all necessary Permits prior to starring construction. the City of Renton.) it shall be the um!ractor's responsibility to notify the City • accomplished by a representative of InxiWor 24 !room in advance of backfilling all construction. " " a y •. 6. Contractor is solely tespmnible for the means, methods and scquemm of onnstruetion and foe the safety of worker _ _ and others on the construction site. • -'. i- 7. it shall be the respoaibility of the contrMa o obtain s: reel tax and any other related permits prior o arty construction. all other S. Plans approved bylhe City of Renton, Development Services Division, shall take precedence over plans. NOTES: 9. A copy of these approved plans must been tic job site whenever construction is in progress. I- STEPS TO BE 3/4" - 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EOUAL 10. The contractor shall provide the City of Rehm with an a -built drawing of the sanitary sewer system which has bra 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 3. CASTING sped and signed by a licensed pmfasional engineer or licensed profbsiorul surveyor. TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL PER DWG. BR29 4. MANHOLE SECTION TO �E OF REINFORCED PRECAST CONCRETE 5. OPENING SHOULD RE ON OF SIDE. I1. Dackfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum 6. ALL JOINTS SHALL BE GROUTED 7. SANITARY depth of It inches, thorough! tamping each I to 93 of maximum density. These compacted layers must the trench. Materials to complete the fin over SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) extend for one pipe diameter m each side of the pipe or tleo side of pipe shall be the same as described. WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 12. Open cat road crossings for utility trenches on existing traveled roadway sha11 be backfrlicd with crushed rock and line. A mechanically compacted. Cuts into the existing asphalt shall be matlim cut with saw in a Continuous be immediately after backfmli and compneim. A pesmnent hot mix patch shall be 1 /�v , , ^' SHALLOW W MA ICJ N 0 LE _ -1 7W- ® temporary mix patch must placed placed within 10 days and shall be per City of Raton current standards. 5-M65,402 DES J. Jq�,c )Q',e F ao�at I 16v TD 2R4 FDP. REI -tr. /OTVAL ` .Ale E7�IRE5: 3 700 NO. REVISION a ° " " "8 FR 1 3 4 I3. Datum shall be City of Renton, U.S.C. and G.S. 14. All disturbed areas shell be seeded and mulched m dicnvix stabilircd o file salisfaclim of the Department for the preventim of m -eitc erosion after time completion of construction. p 15. All pipe and appurtenances shall be laid on a properly Prepared foundation in accordance with Satins 7 -02.3(1) of tic current State of Washington Standard Specifications for Rand and Bridge Cmstructim. This shall include • necessary leveling of the trench bottom or the top of Jim inundation material ns will as pinccmenf and compaction of - required bedding material to uniform gmde so that the entire Icaglh of the pipe will be supported on a uniformly done unyielding base. Pipe bedding shall be Pa gravel 6" above and below the Pipe. _ 16. Sanitary sewer Pipe shall be polyvinyl chloride (PVC) rubber gmketod ASTM D 3034, SDR 34, or ductile iron elm So. 17. In unirnprovcd areas, _but. fo extend minimum 6 inch amt maximon In inch slave finished grade. In Paved arm cover mast slope to all directions IC match Paving. IN � maw �armwrant�Iwl�lOttl ,n�+aliaM.,n.rm" D E P A R TM E N TT O F R B N T N L WORKS ENGINEER: ROAD & UTILITIES PROFILE JAEGER ENGINEERING CONRAD SHORT PLAT q 1000 9419 South 204th Place DESIGNED: JdJ DATE: ?{JUDO FILE NAME: CON- ENG.DWG Kent, WA. 98031 DRAWN: DGL 1' =20' HORZ. Phone No. (206) 850 -0934 CHECKED: dJJ SCALE' i'�10' VERT. non' PAGE. DATE Fax No. (253) 850 -0155 APPROVED: SKEET: 4 °F- 4. SCANNED OCT 4 2000 S.E.1 /4,, of SECTION I b TOWNSHf P 23 N., RANGE 5 E, W.M. � 1 � � A CITY AOF R RAIN s A r STORM WATER DRAINAGE NOTES AAVCM[xl l QIrT[R on I o' I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRELONSTRUCRON S.D.M.H. NO. 3 -TYPE II -48" P�nm MEETING MUST BE HELD WITH THE CRY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN a \.Z, / ry I .( (M X, a ) 3_. _3 .. = SAVCUT [ ,E. Municipal I Cmstruetl be in prepared nc with the end i nc f the"can Public k G w SOLID LOCKING LID ✓ _ w RIM EL -&27. MATCH EX. GROUND (� 3 2. All construction shag ha in accordance with the colt±± ditidn of the "Stardatb Specifications for Rod, bridge and -. ..... �.. • :. Works Association (APWA), as G � .� I.E..2••4" SE -SW - 55-;2 _ p \ �' p• - S Lg amended by the City of Renton. tom, �I �1r1' /� \ 09' 3. The storm drainage system shall be constructed according to the approved pl�u which are on file with the City of �A)j EX. SDMH / \ 1 \ 1st Renton. Any deviation from the approved plans will require written approval from the City of Renton Development S.D.M.H. NO. 4 - TYPE II -48" I.E.=54.98 QS / ?p� 7 F ARTERIAL STREET MINIMUM 1 I NOTE, Services Division. ( P 3•' CLASS 'B' A.C. l MUST MATCH EXISTING THICKNESS w /SOLID LOCKING LID / �x+ 4 A.T.B. J IF GREATER. RIM EL =i O (MATCH EX. GROUND) L 1-3 ,��• i 7 \ �gOIT N 732 J 6•' CRUSHED ROCK 4. A anzy of these approved plans muse be on the job site whenever ealutrrtetiorn i} in Progress. EX. I.E. •IS '(SE -NW)= 56-04 S(c •O ry S• 5c' 7? 5. Datum shall be U.S.G.S. unless otherwise approved by City of Ramon. ReRrenee benchmark and elevation are noted (!f NEW I.E. 2si NE =596 SG•O / F TOR Ge!7 \ \ ® RESIDENTA[L STREET NIN[MlF1 on the plans w NEW I.E. 12 "�SW� =56 A85c•3 3 S \ 07 4" CLASS *B' A.C. e FI ►., oRc \ 6" CRUSHED ROCK CAIRB BEPI-fiki `� M 1.IC- f1+ Ery CONTRACTOR TO VERIFY LOCATION, PIPE SIZ p '(/ F.F. EL-6-1.6 FN)- IAI \ 1 O00 6. All sfa itorily aintainidn until most be in operation prig a clearing and buWrer erosion has pas and they most be �I & I.E. PRIOR TO CONSTRUCTION OR ORDERING 0� ®N MIN. \I FF�C 63 satisfactorily maintained nest unt l constrction is completed and the potential for on s h eras on has pursed. ® 1� OF MATERIALS. �'�`L r vt-5 7�SS 1\ p` 7. All rctention/deMmion facilities must be installed and m r 4 Y pp Y opmew Services Division. to or in conjunction with all construction Pen P�5 / ?3 F ( q. - 1 F.F. EL -62.5 \ activity unless otherwise approved b the Dcvel s,r xss Fk 7 MIN I \ \ S.D.M.H. NO. 2 - TYPE II -48" IS• F ® pV 3 qg 8'• R. Gmss scod may be applied by hydresccding. The gnaw seed mixture, other than City of Renton approved standard $ A y C -B. N0. 2 - TYPE I yg`.L� IN S7.0 R Rl[' !OT S 20 q 0'V -'),0 STOR / RIM SOLID LOCKING EX. GROUND) ✓ mixes, shall be submitted byaLandswpcArchitaY and appmvedby the Devclopmcnt Services Division. k Qyt1 `� w /SOLID LOCKING LID // gSfIgFN Rq /N Bey 9 SS �Sn� M !IN \ / / I.E. 4Ae(SW -NW) =e . 7 Aj5 .9 9. An pipe end appurtenances shah be mid on a property prepared foundation in accordance with Section 7-02.3(q or ny RIM EL. =62'0 MATCH EX. GROUND \ i 4f ST O F 2 / the anneot State of Washington Standard S ifrcation for Road and Bridge Construction. This shall include ( )(L'j •1D I p• 7 h q. STO \ / GJ / ` ®n SW necessary leveling of the trench bottom or the I co A I.E. 12 "(SE -NW) =5&50 559.7 S 6 27 %8 Sj pR /V / 0' 7x) RM \ O (� NW rY n8 top of the fwndation material as well as placement end compaction of 4 • 8 .6 I \ OR q 0 !mv C' f required bedding material to uniform grade an that the entire length of the pipe will be supported on a uniformly dense ? \ ® / unyielding base. All pipe bedding shall be APWA Class "C ", with the exception of PVC pipe. All trench badfill V "mot 7S qo5 _ ` \eMF/v R \ <o \ / ey °�/ shalt le oompacted to minimum 95% for pavement and structural fill and 90 % otherwise per ASTM D- 1557 -70. Pea gmvel balding shall be 6" over and under P.V.C. pipe. C.B. NO. 1 - TYPE I I.S39, \ \ /! l0. Galvanir<d 0.1 i and aluminized M.1 STA. 2+63.79, 8.5LT.(PRIV RD) I Pgvlrp \\ APPROXIMATE pipe pipe for all drainage facilities shall have asphalt treatment BI or betty GR. EL. =620 43.9 @ EMF S \ / I.E. = ±55.33 inside ar•' •..utside. I.E. 12" N W =59.70 ✓ / �- 2 Nr� EX. 18" SO 11. Stnncturs shall net h permitted within 10 feet of the line or drainage pipe, or 15 feel from the top La Low( l�!t!T '1 @ C / -/B. )3 5 Z�/ ofmay chancel bank. Omni spring n any PROPERTY LINE ICI F.F. EL =6Z _ c'), � - +Cq /NN. / 6 'L � '� r � \ MIN. rQA `0 / % \ I 63 12. All catch basin grates shall be depressed 0.10 red below pavement level. r"s z o- o %7 O I \6' 2 •/ ��= �' j \ \ 13. Open cut road crossings through existing public rightaf-way will not be allowed unless specifically approved by City C ® H o ^ p F.F. EL. 6Z.5 / �r��/ \ / SS S - - - - - -- - S.D.M.H. NO. 1 - TYPE II -48" ofRcnton. 0 m e ,�� (VO \ G�(�� / �F T.4 w /SOLID LOCKING LID 14. Ruck far erosion protection of -bide diletes, where required, still be of so:nd quarry rock Iced to a depth of I x - . l v / 73, RT' Ix P cR q •r.. pa deP L o ¢ \I pS S / Q �i / \ /F '6^o S3S O RIM EL -=fi" (MATCH EX. GROUND) (.7j.0 foot and must mccl the following specifications: 4 " -R "/40%70% passing; 2 " -4" rock/30 %.40% passing; and -2" [� >FF Tq / �o/. / \p ® LC O EX. I.E. 18"(SE- NW) =55 d2 54.4 ock l0 %20 %paasi g. Z`2 ?`f" (T Ox / NJ �� /� 9S` tv !O` ®? Dh" If "NEW I.E.24 "(NE)= 55.32 54.3 , 3 UJ ( !F �6^p 9i5 / 1 /O Sg 09 N IS. All building downspouts and footing drains shall be connectd to the storm drainage system, amiss approved by tha ; O 6 \ / o /� / gyp 49 CONTRACTOR TO VERIFY LOCATION, PIPE SIZE Development Services Division. An accurately dimensiawd Certified as-built d. rg of this draimge system will be ("'0 �e r �4 0 . ® rF �y/`�7 & I.E. PRIOR TO CONSTRUCTION OR ORDERING submitted to the City of Renton upon completion. Q, OF MATERIALS. 16. Iss -tee of the Building or Construction Permit by the City or Rmton does not relieve the owner orthe oamimnmg �o I R SER yY TRACT "A" legal obligation and/or liability connected with starts sum ce water disposition. Further, the City M Renton does net \ E \ N� vi�!FAe / 4 \ F.F. EL. =62.5 accept any obligation for dw proper functioning and maintenance of the system provided during cornstmetion. m� \ _= I 1 9g �\ MW S.S.M.H. NO. 2 -TYPE II -54" El I e - n. 'De Contractor shun be responsible lien providing adequate sareguar i, safety device , protective equipment, flaggen. F. �. EL. =63.0 1� ST 4J SHALLOW MANHOLE TYPE B ' and any mler needed sell.- to protect the lik health, end sur ty of the TuNio: ands. proect property In ouuextion -- a o >;3 F RT ' 7z • a STA. 2 +74.84, 5.0'RT.(PRI V. R D)= wire the perrom un a or work award by the construct. Any work within the traveled righlof -way that may imemrps -6!. � 00� / h0 STA. 1 +70.34 (SAN. SEW) SCORE LINE rwrnnlni ±collie flow shall regains an AI'Provd tnflie eaNml.pinn by the Trnnstrortntion Division. All nrxtdons of the o� < C \/ 0 RIM EL= 62-4fS G2. 4l ], ,.. W.. c.. U. O. T. Staamrdsptcir, tiolrst�l7- 23.Tropiccamral,anonapply. Ox �i O \ ®2 / n' I.E. 8 "(SW) =58s3Q 511.9' EXPANSION JOINTS U�y -•-1. = Fp0 F, �6 p� R8 / U s��,,"_ S8 09, SEE NOTE 2 I Ill. Speri.l drninnge ne morres will be rtquiro d if the project kaolin is within the Acpnircr prmcmkm nrat. i Opp Qq'`G /y \!OT S8 Z09, m / �G ` P `M •`q werrr�LL SIGN INDIGAnW- TIgAT Y • n" •• b� DETAIL A �rr �?% Q /N 77-115 LOT (T'RAU \A) IS IA[TENOEp ONOLfTCm CURB BO% WITH ONCR STEEL DIAMOND PUTE 91f -STALL METER BOX AT i I- pF FLT. ,� / GOT �$ APPROACH y(iH 12•x 22' CONCRETE METER YI 3 Q \R\ -A / ^ (3. / $ FOR FUTURE• RES{DENCE. M SEE NOTE 5 COVER EQUAL - FOG TITS METER C I PROPERTY TER RIGHT D< MAY t \ �' ry e 1 G a^ a[Sl acxN.c SEAL CO. B -10 METER BO%. e / ryl \ / V IC l�le•• lo•• Coxx[RCIAL 34 .6" MIN I I F.F. EL. =63.0 InWSIXIK FlNISM GRADE 9• MAX I SDEWALK MIN CURB AND GUTTER SEE DETAIL '!A" SHOWN HOWEVER, \ / OTHER CURBS MAY L- ' \\ X. SSMH \\ BE USED (SEE SECTION a -A - 21' MIN ��V�` STANDARD PLANS) COVER WATER METER TO BE �12' GIN sll R11�EL. =64.4 /S h / "'0 g �( G� 36" MIN COVER. - L SUPPLIED BY THE CITY 36'- MIN - COVETS ® I.E. !6.97'•. \ Ss, $� (v= .___ TYPE FT - --- - g y h C \.� M 1t, (C COPPER "TUBING \ \ ($� )(, W\ y, �"•j SIDEWALK DRIVEWAY DR ALLEY 2 -1/2 It, \ \ 67. y> I >` .. ...�./ �t 'F} \ �+ ''CGS h�, z4. zo- A NI 77.C5w- 4t-33G (FOR 5 3/4' METER );' � a /ZP y} Y. ,a. !• k/y zy rc :W DUCTILE IRON LOOP DOWM TO CENTERLINE W 72- ISW -M -"GG -(FOR 1- IETER) ) , ra 1l. WATERMAIN OF WATER MAIN TO PROVIDE BOTN INLET AIA OUTLET WITH PACK JOINT WITH GRIPPER. / �w \ / - _ J W4 / 3/H•' EXPANSION a so-Ja x,4'MS SLACK IN COPPER SERVICE PADLOCK WIN GS a1 KEY VALVE SINGLE CHECK VALVE \�__ b` .�� JOINT$ •Vet•. LINE TO METER. / ON OUTLET. \ \ SEE NOTE 2 SEE NOTE I / s CORPORATION STOP. FORD TAPERED ALL PACK -JOINT FITTINGS SMALL BE WITH GRIPPER. �/ SIDEWALK THREAD (CC). PACK JOIN (1(3/4' FFIODO) - / �Z \ \ \ ' / IF SERVICE LINE TO HOUSE IS TO BrE _ INSTALLED IN THE FUTURE INSTALL- \ FORD C14 -33 '•- - 22 -1/2' FlOT . M COMPRESSION ION COUPLING N EW WIDE E p V1 CA-) COT d DRIVEWAY. S \ \� .. Ili' y EXPANSION JOINT 3/4" OR 1• GALVANIZED PLUG BF; dN 1� E Q RE.SPI..ACF. r_x1 .. "� \ \ FOR SERVICE FROM EXISTING STEEL oV $ Q SIr-_W l rr_ PEIZ 6 �+ /� \ ..\ NOTE, I STING CAST IRON ASBESTOS CEMENT OR PVC WATER MAINS a �•s`. C'I� �" ' A L \ \\ 1 NOTMBEJLESS THAN 3/116 "PLACED N THICKNESS ND SHALL EXTEND 2 -1/4" S DEEP IO' C /C. THEY SHALL RWATERMANOU INSTAL L DOUBLE STRAP SERVICE CLAMP ` //O F-I: \ \ ' 112" T14{U JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH. EQUAL TO MUELLER CO. 1 ' fFC� F00, 'L-C/ 7� 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED rl 1 q LP 4. AL INTS SMALL RE CLEANED AND EDGEDL 3f4. Y V• peep' seizu lG�, i OF p� �\ 6 5. APPRO SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER. BUT MAY BE POURED 9 SI,,WOL)T' F�rIST. 4,j. INTEGRAL: WITH STANDARD CURB (SEE DETAIL "A "). o S. S.M.H. N0. 1 - TYPE II -48" ASPHALT. FI L WITH �� \ �6 GRADE CO CTION SHALL BE 95% MODIFIED PROCTOR. CRVSHED STA. 0+04.50, 0 +04.50, 5. SEW.PRIV. DR.)= PPFOH WLTV4 MII.1i �\\\ \sue f STA. 0 +00 (SAN. SEW.) DRI�[EWA CURS y. (P" p$PFIALT i-1f3f M k. CO RIM EL.= 6�3 (MATCH EX. PAVEMENT)(„4.31 �{� - - NEW I.E. 15-(SE-NW)-57.04 57.2 ✓ \\ R r NEW I.E. 8" (NE) =57.62 ✓ OUfk,, cor. 63 \ t (TER C-M SN. Dor. u Oft ZS) >} RE,PLACE Furl L�JC IS SS n ': '^ -;e'v � ^ V CT G ® 4 S CONTRACTOR TO VERIFY LOCATION, PIPE SIZE C(JR5 d st1. \ \ C & I.E. PRIOR TO CONSTRUCTION OR ORDERING PER cLTy sn-re. \ y G�- S OF MATERIALS. Ste- ONBR FxI�tTNG SEWER NsAIIJ \ ,A •� - - .. POUR BOTTDI•A. It.J PL1C.E w/ GHAJ- +r3EL5. ,•r y. REMOVE F_clSr. PIPE nFAMEhIr NFT1='R ..,....,..s .) �.`•.c o,.•. .4g5 lN1_4_ TDPc APPRDVPd_ . \ EX. .SCt�f _ C 2 T Y C? F 1>1 E N T O N N RIM EC-3 58 LAND ES J.UgF I.E. -Si.4 C1. W, nl�9a►+ 9L3 34t45 DEPARTMENT OF PUBLIC WORKS VtA aai of*ukF CONCRETE MON ISS R ®AD & UTILITIES PLAN GRAPHIC SCALE W /BRASSIE IN CASE S\ ENGINEER: v 4-A' 1.0 0 10 20 40 80 ELEV. =63.15 FT. JAE43ER ENQINEERINQ CONw SHORT PLAT f s1� 20 "' l lO "T0 04 FOR RELOC. I'veu� ro o0 9419 South 204th Place DESIGNED: JJJ ` � DATE: 2,±'41 X00 FILE NAME: CON- ENG.DWG I uses Insist T/1 -17- �86t (1x Asa) /SAL �G y�IOI Kent, WA. 98031 DRAWN: DGL O -2965 Phone No. (206) 850 -0934 CHECKED: Jd.I SCALE: 1.020' FlELD BOON: PAM. O rCD -9L• 1 in = 20 ft. EXPIRES: 3 100 Z -2 2>61ii F. REVISION BY APPR. DATE Fax No. (253) 850 -0155 APPROVED: _ SHEET: 30E-- 4 krMMl ^.•') A> - 7,9t rn / U / - �,i)IC f o /es . S) .u> rf Af w rC k av 53 e d